subject:(saturated with clay present)

1. Taylor, Kendrick C. Application of borehole geophysical methods to shallow groundwater investigations.

Degree: 1987, University of Nevada – Reno

► Borehole geophysical methods have been used extensively for petroleum and mineral exploration; but due to differences in environment and survey objective, modifications of both equipment… (more)

Subjects/Keywords: borehole geophysical methods; petroleum exploration; mineral exploration; environment; survey objective; modifications of equipment; modifications of interpretation; shallow groundwater applications; complimentary borehole measurements; formation properties; core; clay; samples; interpretation strategies; unsaturated with clay present; saturated with clay present; saturated without clay present; hydraulically anisotropic environments; porosity; moisture content; hydraulic conductivity; groundwater velocity; cation exchange content; pore fluid conductivity; logging instrumentation measures; wells; logs; vertical averages; depth of wells; length of wells; numerical techniques; formation hydraulic properties; high resolution distribution; contaminate transport models; high resolution description; aquifer variability; dependent diversity; contaminate movement; shear flow; high resolution advective flow field; Mackay Science Project; groundwater – sampling; groundwater flow; hydraulic measurements; hydrogeology

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APA (6^th Edition):

Taylor, K. C. (1987). Application of borehole geophysical methods to shallow groundwater investigations. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/1743

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Taylor, Kendrick C. “Application of borehole geophysical methods to shallow groundwater investigations.” 1987. Thesis, University of Nevada – Reno. Accessed February 27, 2021. http://hdl.handle.net/11714/1743.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Taylor, Kendrick C. “Application of borehole geophysical methods to shallow groundwater investigations.” 1987. Web. 27 Feb 2021.

Vancouver:

Taylor KC. Application of borehole geophysical methods to shallow groundwater investigations. [Internet] [Thesis]. University of Nevada – Reno; 1987. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/11714/1743.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Taylor KC. Application of borehole geophysical methods to shallow groundwater investigations. [Thesis]. University of Nevada – Reno; 1987. Available from: http://hdl.handle.net/11714/1743

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

2. yazdani kachooie, saeed. Study of the Long-Term Shaft Resistance of Energy Piles in Saturated Clays.

Degree: PhD, Engineering, 2019, University of Wisconsin – Milwaukee

URL: https://dc.uwm.edu/etd/2272

► This research aims to qualitatively/quantitively assess the effect of temperature variation on the energy pile shaft resistance. The important mechanisms by which heating can… (more)

▼ This research aims to qualitatively/quantitively assess the effect of temperature variation on the energy pile shaft resistance. The important mechanisms by which heating can change the shear strength of clay and clay-concrete interface are evaluated using experimental and numerical methods. As for experimental method, temperature-controlled triaxial tests, constant normal load (CNL) direct shear tests and small-scale pile tests were conducted. As for numerical approach, a fully coupled thermo-hydro-mechanical (THM) analysis was performed to simulate the experimental test results so that the capability of such analysis to predict thermo-mechanical behavior of energy piles is evaluated. Reconstituted (HC-77) kaolin clay, one-dimensionally consolidated from slurry, was used in all the studies. Cyclic and monotonic heat ranging between 24° C and 34°C were applied to the clay specimen and interface. The interface was sheared under two stiffness boundary conditions; Constant Normal Load (CNL) and Constant Normal Stiffness (CNS), where the applied normal stresses varied between 100 kPa and 300 kPa. The results of experimental tests indicate that heating improves the shear strength of normally consolidated (NC) clay and NC clay-concrete interface. However, a decrease in strength of over-consolidated (OC) clays was observed, which is thought to be linked to the heat-induced change in the contact stress between clay particles. It was also found out that the increase in the strength of interface under CNL condition, which was about 10%, is exclusively attributed to heat strengthening of clay at the interface. However, the increase in shaft resistance under CNS condition (96% and 49% due to non-cyclic heating and cyclic heating-cooling, respectively) is primarily attributed to the heat-induced increase of effective lateral stress (81% and 35% due to non-cyclic heating and cyclic heating-cooling, respectively). The heat-induced increase in the shear strength of clay (8-10%) also partially contribute to the overall increase of the shaft resistance under CNS condition. It was also observed that there is very good agreement between the results experimentally measured and those numerically predicted. Therefore, fully coupled THM analysis can effectively be used to predict the thermo-mechanical behavior of real energy piles in clays. Advisors/Committee Members: Sam Helwany.

Subjects/Keywords: Clay-pile interface; Energy piles; Geothermal energy; Saturated clay; Shaft resistance; Civil Engineering

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APA (6^th Edition):

yazdani kachooie, s. (2019). Study of the Long-Term Shaft Resistance of Energy Piles in Saturated Clays. (Doctoral Dissertation). University of Wisconsin – Milwaukee. Retrieved from https://dc.uwm.edu/etd/2272

Chicago Manual of Style (16^th Edition):

yazdani kachooie, saeed. “Study of the Long-Term Shaft Resistance of Energy Piles in Saturated Clays.” 2019. Doctoral Dissertation, University of Wisconsin – Milwaukee. Accessed February 27, 2021. https://dc.uwm.edu/etd/2272.

MLA Handbook (7^th Edition):

yazdani kachooie, saeed. “Study of the Long-Term Shaft Resistance of Energy Piles in Saturated Clays.” 2019. Web. 27 Feb 2021.

Vancouver:

yazdani kachooie s. Study of the Long-Term Shaft Resistance of Energy Piles in Saturated Clays. [Internet] [Doctoral dissertation]. University of Wisconsin – Milwaukee; 2019. [cited 2021 Feb 27]. Available from: https://dc.uwm.edu/etd/2272.

Council of Science Editors:

yazdani kachooie s. Study of the Long-Term Shaft Resistance of Energy Piles in Saturated Clays. [Doctoral Dissertation]. University of Wisconsin – Milwaukee; 2019. Available from: https://dc.uwm.edu/etd/2272

Kennesaw State University

3. Azimi, Artine. Laboratory Self-Weight Consolidation Testing of Dredged Material Analyzed Using a One-Dimensional Finite Strain Consolidation Method.

Degree: MSin Construction Engineering, Construction Engineering, 2018, Kennesaw State University

URL: https://digitalcommons.kennesaw.edu/msce_etd/2

► Research has shown that the properties which govern the consolidation of dredged material are best determined using a one-dimensional finite strain consolidation theory. This… (more)

Subjects/Keywords: Self-weight Consolidation; Saturated Clay; One-Dimensional Finite Strain Consolidation; Savannah River Harbor; Dredged Material; Geotechnical Laboratory Testing; Geotechnical Engineering

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APA (6^th Edition):

Azimi, A. (2018). Laboratory Self-Weight Consolidation Testing of Dredged Material Analyzed Using a One-Dimensional Finite Strain Consolidation Method. (Thesis). Kennesaw State University. Retrieved from https://digitalcommons.kennesaw.edu/msce_etd/2

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Azimi, Artine. “Laboratory Self-Weight Consolidation Testing of Dredged Material Analyzed Using a One-Dimensional Finite Strain Consolidation Method.” 2018. Thesis, Kennesaw State University. Accessed February 27, 2021. https://digitalcommons.kennesaw.edu/msce_etd/2.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Azimi, Artine. “Laboratory Self-Weight Consolidation Testing of Dredged Material Analyzed Using a One-Dimensional Finite Strain Consolidation Method.” 2018. Web. 27 Feb 2021.

Vancouver:

Azimi A. Laboratory Self-Weight Consolidation Testing of Dredged Material Analyzed Using a One-Dimensional Finite Strain Consolidation Method. [Internet] [Thesis]. Kennesaw State University; 2018. [cited 2021 Feb 27]. Available from: https://digitalcommons.kennesaw.edu/msce_etd/2.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Azimi A. Laboratory Self-Weight Consolidation Testing of Dredged Material Analyzed Using a One-Dimensional Finite Strain Consolidation Method. [Thesis]. Kennesaw State University; 2018. Available from: https://digitalcommons.kennesaw.edu/msce_etd/2

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Colorado

4. Kim, Jaehong. Plasticity Modeling and Coupled Finite Element Analysis for Partially-Saturated Soils.

Degree: PhD, 2010, University of Colorado

URL: https://scholar.colorado.edu/cven_gradetds/29

► The objective of the research is to compare various features of partially-saturated soil models within a coupled small strain triphasic mixture finite element implementation… (more)

Subjects/Keywords: Cam-clay model; finite element analysis; monolithic coupled analysis; partially saturated soil; slope stability; triphasic mixture analysis; Civil Engineering; Geotechnical Engineering

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APA (6^th Edition):

Kim, J. (2010). Plasticity Modeling and Coupled Finite Element Analysis for Partially-Saturated Soils. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/29

Chicago Manual of Style (16^th Edition):

Kim, Jaehong. “Plasticity Modeling and Coupled Finite Element Analysis for Partially-Saturated Soils.” 2010. Doctoral Dissertation, University of Colorado. Accessed February 27, 2021. https://scholar.colorado.edu/cven_gradetds/29.

MLA Handbook (7^th Edition):

Kim, Jaehong. “Plasticity Modeling and Coupled Finite Element Analysis for Partially-Saturated Soils.” 2010. Web. 27 Feb 2021.

Vancouver:

Kim J. Plasticity Modeling and Coupled Finite Element Analysis for Partially-Saturated Soils. [Internet] [Doctoral dissertation]. University of Colorado; 2010. [cited 2021 Feb 27]. Available from: https://scholar.colorado.edu/cven_gradetds/29.

Council of Science Editors:

Kim J. Plasticity Modeling and Coupled Finite Element Analysis for Partially-Saturated Soils. [Doctoral Dissertation]. University of Colorado; 2010. Available from: https://scholar.colorado.edu/cven_gradetds/29

5. Lokre, Chinmay Vivekananda. Effect of Density, Initial Water Content, Drying Temperature, Layer Thickness, and Plasticity Characteristics on Shrinkage Crack Development in Clay Soils: An Experimental Study.

Degree: MS, College of Arts and Sciences / Department of Geology, 2019, Kent State University

URL: http://rave.ohiolink.edu/etdc/view?acc_num=kent1557423451910154

► The objective of this study was to investigate the effect of density, water content, drying temperature, layer thickness, and plasticity index on the nature of… (more)

▼ The objective of this study was to investigate the effect of density, water content, drying temperature, layer thickness, and plasticity index on the nature of shrinkage cracks that result from drying of wet clay. Clay soils are widely used in construction of embankment dams, levees, highway embankments, sanitary landfills, hydraulic barriers, and foundations. For most of these projects, the clay is compacted at maximum dry density (MDD) and optimum water content (OWC). The climatic conditions can change repeatedly during the service life of structures made primarily of clay, resulting in corresponding changes in water content. This is particularly the case in Africa, Central America, and South Asia where prolonged periods of sunshine and intense heat follow monsoon season, characterized by intense, and occasionally prolonged, periods of precipitation. A decrease in water content upon drying causes a decrease in volume of clay, resulting in development of shrinkage cracks. Five samples each of low plasticity clay (CL), medium plasticity clay (CM), and high plasticity clay (CH), as indicated by the plasticity index values for each clay, were compacted at water contents on both sides of the OWC to establish the compaction curves. The MDD values for CL, CM, and CH samples were found to be at 101.9 lb/ft3 (1.63 Mg/m3), 97.6 lb/ft3 (1.56 Mg/m3), and 94.2 lb/ft3 (1.51 Mg/m3), respectively, whereas the corresponding OWC values were 20.7%, 25.2%, and 40.2%, respectively. The compacted samples were oven-dried at temperatures of 10 °C (50oF), 20 °C (68oF), 30 °C (86oF), 40 °C (104oF), and 50 °C (122oF). Upon attaining a constant dry weight, the nature of any cracks developed in the samples (i.e. crack length, crack aperture, crack area, etc.) was examined and photographs of the samples were taken.In addition to the compacted samples, uncompacted (loose) clay layers of varying thicknesses (5 mm, 7 mm, 10 mm, 20 mm, and 30 mm) of the three types of clay were saturated and oven dried at the aforementioned temperatures to investigate the effect of clay layer thickness on shrinkage crack parameters like crack length, crack aperture, and crack area. Compacted samples simulate the behaviour of clays as used in their engineering applications, whereas uncompacted samples simulate their behavior in undisturbed natural state.The length, aperture, and area of the developed cracks for each clay type were correlated with dry density, initial water content, drying temperature, clay layer thickness, and plasticity index. Compacted samples of only CH showed clear signs of shrinkage crack development whereas compacted samples of CL and CM did not develop shrinkage cracks. Therefore, the CL and CM samples could not be analysed for crack length, aperture, and area. Compacted CH samples exhibited an increase in crack length, crack aperture and crack area with an increase in dry density and water content. For uncompacted samples, the crack length and crack area reduced with increasing layer thickness, and crack aperture increased with increasing layer… Advisors/Committee Members: Shakoor, Abdul (Advisor).

Subjects/Keywords: Geology; Shrinkage Cracks, Clay, Compaction, Uncompacted, Saturated

…were used to prepare uncompacted saturated layers of the three types of clay with the… …kg). Small samples of pulverized clay were mixed with varying amounts of commercial… …laboratory testing. The three types of clay were stored in five-gallon buckets with airtight lids… …Similarly, five uncompacted, saturated, samples of the three clay types, 10 mm (0.4 inch)… …of the shrunken clay sample, was then replaced with white pixels. The remaining area…

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APA (6^th Edition):

Lokre, C. V. (2019). Effect of Density, Initial Water Content, Drying Temperature, Layer Thickness, and Plasticity Characteristics on Shrinkage Crack Development in Clay Soils: An Experimental Study. (Masters Thesis). Kent State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=kent1557423451910154

Chicago Manual of Style (16^th Edition):

Lokre, Chinmay Vivekananda. “Effect of Density, Initial Water Content, Drying Temperature, Layer Thickness, and Plasticity Characteristics on Shrinkage Crack Development in Clay Soils: An Experimental Study.” 2019. Masters Thesis, Kent State University. Accessed February 27, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=kent1557423451910154.

MLA Handbook (7^th Edition):

Lokre, Chinmay Vivekananda. “Effect of Density, Initial Water Content, Drying Temperature, Layer Thickness, and Plasticity Characteristics on Shrinkage Crack Development in Clay Soils: An Experimental Study.” 2019. Web. 27 Feb 2021.

Vancouver:

Lokre CV. Effect of Density, Initial Water Content, Drying Temperature, Layer Thickness, and Plasticity Characteristics on Shrinkage Crack Development in Clay Soils: An Experimental Study. [Internet] [Masters thesis]. Kent State University; 2019. [cited 2021 Feb 27]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=kent1557423451910154.

Council of Science Editors:

Lokre CV. Effect of Density, Initial Water Content, Drying Temperature, Layer Thickness, and Plasticity Characteristics on Shrinkage Crack Development in Clay Soils: An Experimental Study. [Masters Thesis]. Kent State University; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=kent1557423451910154

University of Manchester

6. Xiong, Qingrong. Effect of pore space evolution on transport in porous media.

Degree: PhD, 2015, University of Manchester

URL: https://www.research.manchester.ac.uk/portal/en/theses/effect-of-pore-space-evolution-on-transport-in-porous-media(a4915f54-983f-469c-9743-c30bfb230a00).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713549

► This thesis presents an investigation of reactive transport of species in porous media, with the aim to understand better and predict the fate of radionuclide… (more)

▼ This thesis presents an investigation of reactive transport of species in porous media, with the aim to understand better and predict the fate of radionuclide in engineered and natural barriers of future deep geological disposal facilities for nuclear waste. The work involves developments of several pore-scale models for simulating reactive transport by coupling convective, adsorptive and diffusive processes. Pore network models (PNM) are amongst the appealing approaches that provide a suitable description for dealing with mutable pore space structures. Such models have been used to describe conservative as well as reactive transport in saturated and unsaturated porous media. In the present thesis, pore network models based on a regular tessellation of truncated octahedral cells are proposed and developed to simulate mass transport in porous media with incomplete pore space information due to limitation of existing characterisation techniques. Bentonite and Opalinus Clay are selected to illustrate the methodology. The micro- and meso-structure of these clays and their effects on the transport behaviour are investigated. The research shows that the clays are anisotropic and heterogeneous with fast diffusion parallel to the bedding plane and slow diffusion perpendicular to the bedding plane. In addition, different types of species have different accessible porosity and macroscopic diffusion coefficients. The anisotropy and heterogeneity of clays are achieved by different length scales and percentage of pores in different directions in the pore network models. The transport behaviour of various species, including sorption and anion exclusion, is simulated and analyzed. The effect of sorption is simulated via changing the pore radii by a coarse grained mathematical formula or by a formula directly in each pore. The results are in good agreement with experimentally measured macroscopic (bulk) diffusivities for the materials studied, including anisotropic diffusion coefficients. This lends strong support to the physical realism of the proposed models. The developed methodology can be used for any micro and meso-porous material with known distribution of pore sizes. It can be extended to other pore space changing mechanisms, in addition to sorption, to derive mechanism-based evolution laws for the transport parameters of porous media.

Subjects/Keywords: 620.1; diffusion-adsorption-convection simulation; multiscale; pore network model; clay with limited resolution

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APA (6^th Edition):

Xiong, Q. (2015). Effect of pore space evolution on transport in porous media. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/effect-of-pore-space-evolution-on-transport-in-porous-media(a4915f54-983f-469c-9743-c30bfb230a00).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713549

Chicago Manual of Style (16^th Edition):

Xiong, Qingrong. “Effect of pore space evolution on transport in porous media.” 2015. Doctoral Dissertation, University of Manchester. Accessed February 27, 2021. https://www.research.manchester.ac.uk/portal/en/theses/effect-of-pore-space-evolution-on-transport-in-porous-media(a4915f54-983f-469c-9743-c30bfb230a00).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713549.

MLA Handbook (7^th Edition):

Xiong, Qingrong. “Effect of pore space evolution on transport in porous media.” 2015. Web. 27 Feb 2021.

Vancouver:

Xiong Q. Effect of pore space evolution on transport in porous media. [Internet] [Doctoral dissertation]. University of Manchester; 2015. [cited 2021 Feb 27]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/effect-of-pore-space-evolution-on-transport-in-porous-media(a4915f54-983f-469c-9743-c30bfb230a00).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713549.

Council of Science Editors:

Xiong Q. Effect of pore space evolution on transport in porous media. [Doctoral Dissertation]. University of Manchester; 2015. Available from: https://www.research.manchester.ac.uk/portal/en/theses/effect-of-pore-space-evolution-on-transport-in-porous-media(a4915f54-983f-469c-9743-c30bfb230a00).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713549

University of Manchester

7. Xiong, Qingrong. EFFECT OF PORE SPACE EVOLUTION ON TRANSPORT IN POROUS MEDIA.

Degree: 2015, University of Manchester

URL: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:281558

►

This thesis presents an investigation of reactive transport of species in porous media, with the aim to understand better and predict the fate of radionuclide… (more)

▼

This thesis presents an investigation of reactive transport of species in porous media, with the aim to understand better and predict the fate of radionuclide in engineered and natural barriers of future deep geological disposal facilities for nuclear waste. The work involves developments of several pore-scale models for simulating reactive transport by coupling convective, adsorptive and diffusive processes.Pore network models (PNM) are amongst the appealing approaches that provide a suitable description for dealing with mutable pore space structures. Such models have been used to describe conservative as well as reactive transport in saturated [1] and unsaturated porous media [2, 3]. In the present thesis, pore network models based on a regular tessellation of truncated octahedral cells are proposed and developed to simulate mass transport in porous media with incomplete pore space information due to limitation of existing characterisation techniques. Bentonite and Opalinus Clay are selected to illustrate the methodology. The micro- and meso-structure of these clays and their effects on the transport behaviour are investigated. The research shows that the clays are anisotropic and heterogeneous with fast diffusion parallel to the bedding plane and slow diffusion perpendicular to the bedding plane. In addition, different types of species have different accessible porosity and macroscopic diffusion coefficients. The anisotropy and heterogeneity of clays are achieved by different length scales and percentage of pores in different directions in the pore network models. The transport behaviour of various species, including sorption and anion exclusion, is simulated and analyzed. The effect of sorption is simulated via changing the pore radii by a coarse grained mathematical formula or by a formula directly in each pore. The results are in good agreement with experimentally measured macroscopic (bulk) diffusivities for the materials studied, including anisotropic diffusion coefficients. This lends strong support to the physical realism of the proposed models.The developed methodology can be used for any micro and meso-porous material with known distribution of pore sizes. It can be extended to other pore space changing mechanisms, in addition to sorption, to derive mechanism-based evolution laws for the transport parameters of porous media

NA

Advisors/Committee Members: SYED, MOHD AHMAD MA, Jivkov, Andrey, Syed, Mohd Ahmad.

Subjects/Keywords: pore network model; clay with limited resolution; diffusion-adsorption-convection simulation; multiscale

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Xiong, Q. (2015). EFFECT OF PORE SPACE EVOLUTION ON TRANSPORT IN POROUS MEDIA. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:281558

Chicago Manual of Style (16^th Edition):

Xiong, Qingrong. “EFFECT OF PORE SPACE EVOLUTION ON TRANSPORT IN POROUS MEDIA.” 2015. Doctoral Dissertation, University of Manchester. Accessed February 27, 2021. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:281558.

MLA Handbook (7^th Edition):

Xiong, Qingrong. “EFFECT OF PORE SPACE EVOLUTION ON TRANSPORT IN POROUS MEDIA.” 2015. Web. 27 Feb 2021.

Vancouver:

Xiong Q. EFFECT OF PORE SPACE EVOLUTION ON TRANSPORT IN POROUS MEDIA. [Internet] [Doctoral dissertation]. University of Manchester; 2015. [cited 2021 Feb 27]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:281558.

Council of Science Editors:

Xiong Q. EFFECT OF PORE SPACE EVOLUTION ON TRANSPORT IN POROUS MEDIA. [Doctoral Dissertation]. University of Manchester; 2015. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:281558

Texas A&M University

8. Nystrom, Eric Thomas. Biochar Effect on Soil Physical and Chemical Properties and Bermudagrass Growth.

Degree: MS, Soil Science, 2015, Texas A&M University

URL: http://hdl.handle.net/1969.1/156230

► As population continues to rise and development continues, there is increasing pressure for the production of food on a decreasing amount of land as well… (more)

▼ As population continues to rise and development continues, there is increasing pressure for the production of food on a decreasing amount of land as well as an increased need for combustible fuel. Biofuels produced from agricultural products may be able to alleviate some of the demands on foreign oil, and the byproduct, biochar, is reported to have positive effects on soil properties and crop growth when applied to soils. To test this, biochar produced from sorghum (sorghum bicolor) was field tested on sandy loam soil at rates of 0, 4, 8, 12, and 16 Mg ha^-1. Biochar was applied to soil using two different methods, surface applied and incorporated down to 15 cm, and bermudagrass (cynodon dactylon) was grown from seed. Runoff, sediment loss, biomass yield, saturated hydraulic conductivity, water holding capacity, bulk density, porosity, and soil nutrients were tested in a randomized block design. Biochar did not have a significant effect on physical parameters, biomass, or runoff and sediment loss (α=0.05). Biochar application to soils produced a significant linear increase on certain soil chemical parameters six months after application (pH and K). Soil test K continued to show a linear increase 22 months after biochar application; however the linear trend was reversed for pH with incorporated biochar. Additionally, a greenhouse study was conducted using the same biochar source with identical application rates and application methods. Three soils were tested, an acidic fine sandy loam (Rader fine sandy loam), an acidic clay (Burleson clay), and an alkaline clay (Ships). Soil temperature, water loss, emergence rates, biomass yields, nutrient mass export, and bulk density were tested. Surface applied biochar enchanced bermudagrass emergence, increasing the germination index (α=0.05) for Burleson clay and Ships clay soils. Biochar application increased biomass yields for 8 and 12 Mg ha^-1 rates for Burleson soils compared to other application rates. Moreover, rates above 12 Mg ha^-1 decreased biomass yield, indicating a quadratic response to biochar application. There was not a significant difference in nutrient uptake in bermudagrass tissue, nor was there a significant change in soil bulk density in response to biochar application. Advisors/Committee Members: Schnell, Ronnie (advisor), Munster, Clyde (advisor), Provin, Tony (committee member), McInnes, Kevin (committee member).

Subjects/Keywords: biochar; surface applied; incorporated; bermudagrass; greenhouse; field; saturated hydraulic conductivity; bulk density; water holding capacity; porosity; germination index; runoff; sediment loss; biomass; recovery efficiency; Booneville fine sandy loam; Rader fine sandy loam; Burleson clay; Ships clay; evapotranspiration; biomass

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Nystrom, E. T. (2015). Biochar Effect on Soil Physical and Chemical Properties and Bermudagrass Growth. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156230

Chicago Manual of Style (16^th Edition):

Nystrom, Eric Thomas. “Biochar Effect on Soil Physical and Chemical Properties and Bermudagrass Growth.” 2015. Masters Thesis, Texas A&M University. Accessed February 27, 2021. http://hdl.handle.net/1969.1/156230.

MLA Handbook (7^th Edition):

Nystrom, Eric Thomas. “Biochar Effect on Soil Physical and Chemical Properties and Bermudagrass Growth.” 2015. Web. 27 Feb 2021.

Vancouver:

Nystrom ET. Biochar Effect on Soil Physical and Chemical Properties and Bermudagrass Growth. [Internet] [Masters thesis]. Texas A&M University; 2015. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1969.1/156230.

Council of Science Editors:

Nystrom ET. Biochar Effect on Soil Physical and Chemical Properties and Bermudagrass Growth. [Masters Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156230

Siauliai University

9. Tėvelytė, Joana. Lipdymo iš molio veiksmingumas vaikų neišsivysčiusiai kalbai ugdyti.

Degree: Master, Educology, 2010, Siauliai University

URL: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100907_090923-72533 ;

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Darbe atlikta teorinė analizė parodė, kad labai svarbus vaiko kalbos ugdymo principas – kompleksiškumas, kuriame menas vis dažniau tampa svarbia grandimi jungiant pedagogų darbą su… (more)

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Darbe atlikta teorinė analizė parodė, kad labai svarbus vaiko kalbos ugdymo principas – kompleksiškumas, kuriame menas vis dažniau tampa svarbia grandimi jungiant pedagogų darbą su specialiųjų poreikių vaikais, nes kuriant sudaromos sąlygos vaikų bendravimo, kalbėjimo įgūdžiams formuoti. Vis dažniau molis, kaip dailės terapijos plastinė medžiaga, naudojamas visose dailės terapijos sferose, ypač edukacinėse programose. Iškelta hipotezė, kad vaikų ugdymo veikloje naudojamas lipdymas iš molio yra veiksmingas vaikų kalbai ugdyti. Atliktas veiksmo – veiklos tyrimas, kurio tikslas – sukurti ir išbandyti praktinį lipdymo iš molio veiklos modulį bei atskleisti jo veiksmingumą vaikų kalbai ugdyti. Tyrime dalyvavo 9 ikimokyklinio amžiaus vaikai, turintys įvairaus lygmens, nuo nežymaus iki žymaus, kalbos neišsivystymą. Pagrindiniai tyrimo ugdytinių atrankos kriterijai: kalbos sutrikimai, ikimokyklinis amžius. Tyrimas vyko dviejose grupėse, vedant vaikams užsiėmimus su moliu. Empirinėje dalyje rezultatai nagrinėjami kokybinės analizės metodu – išskiriami, nagrinėjami lyginamosios analizės metodu. Buvo analizuojama kiekvieno vaiko kalbos plėtotė bei skaičiuojamos pavartotos kalbos dalys, žiūrint paveikslėlius ir lipdant iš molio, fiksuojamas pokytis. Analizės atskleidė svarbiausias tyrimo išvadas: 1. Atlikus mokslinės literatūros analizę, sukurtas praktinis lipdymo iš molio veiklos modelis, skatina vaikų kalbos plėtotę. 2. Vaikų kalbos fiksavimas, analizavimas ir lyginimas įrodė, kad... [toliau žr. visą tekstą]

Theoretical analysis carried out in the work disclosed that a very important principle of child speech development is complexity, where art more and more often becomes an important link between work of pedagogues and children of special needs, because conditions for the development of children’s communication and speech are formed when creating. A hypothesis was raised, that clay modeling used in the activities of children’s development is effective on development of children speech. An action-activity research was carried out, the purpose of it was to create and test a practical clay modeling module and to reveal its effectiveness on development of children speech. 9 preschool children, having speech backwardness of various levels, insignificant and significant, participated in the research. The main criteria of the selection of children for the research: speech disorder, preschool age. In the empirical part the results were analyzed using qualitative analysis method – collected, analyzed using comparative analysis method. The development of every child’s speech was analyzed, used parts of speech were calculated, change was fixated when looking at pictures and clay modeling. The analyses revealed the most important conclusions of the research: 1. The database of the research showed that the chosen research method – the sessions led during the examination of activities, implementing clay modeling model, extended the speech of children – when clay modeling children spoke in... [to full text]

Advisors/Committee Members: Bagdonas, Albinas (Master’s degree committee chair), Geležinienė, Renata (Master’s degree committee member), Gudonis, Vytautas (Master’s degree committee member), Kaffemanienė, Irena (Master’s degree committee member), Melienė, Rita (Master’s degree committee member), Jundulienė, Asta (Master’s degree session secretary), Ivoškuvienė, Regina (Master’s thesis supervisor), Vaitkevičienė, Asta (Master’s thesis reviewer).

Subjects/Keywords: Esminiai žodžiai: Dailės terapija; Darbas su moliu; Lipdymas; Kalbos neišsivystymas; Veiksmingumas; Art therapy; Work with clay; Modeling; Speech backwardness; Effectiveness

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APA (6^th Edition):

Tėvelytė, Joana. (2010). Lipdymo iš molio veiksmingumas vaikų neišsivysčiusiai kalbai ugdyti. (Masters Thesis). Siauliai University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100907_090923-72533 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16^th Edition):

Tėvelytė, Joana. “Lipdymo iš molio veiksmingumas vaikų neišsivysčiusiai kalbai ugdyti.” 2010. Masters Thesis, Siauliai University. Accessed February 27, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100907_090923-72533 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7^th Edition):

Tėvelytė, Joana. “Lipdymo iš molio veiksmingumas vaikų neišsivysčiusiai kalbai ugdyti.” 2010. Web. 27 Feb 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Tėvelytė, Joana. Lipdymo iš molio veiksmingumas vaikų neišsivysčiusiai kalbai ugdyti. [Internet] [Masters thesis]. Siauliai University; 2010. [cited 2021 Feb 27]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100907_090923-72533 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Tėvelytė, Joana. Lipdymo iš molio veiksmingumas vaikų neišsivysčiusiai kalbai ugdyti. [Masters Thesis]. Siauliai University; 2010. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100907_090923-72533 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Indian Institute of Science

10. Thyagaraj, T. Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays.

Degree: PhD, Faculty of Engineering, 2008, Indian Institute of Science

URL: http://etd.iisc.ac.in/handle/2005/383

► Total suction of unsaturated soils is contributed by matric and osmotic suctions. Matric suction arises from capillary actions in the soil structure and varies with… (more)

▼ Total suction of unsaturated soils is contributed by matric and osmotic suctions. Matric suction arises from capillary actions in the soil structure and varies with changes in moisture content of the soil. Pore fluid osmotic suction is related to the dissolved salt content in soil water (soil water salinity) and increases with pore water salinity. Exposure of clay soils to chemical solutions (example landfill leachate, brine pond solutions) induces osmotic suction difference between soil water and the chemical reservoir. Soil water refers to the aqueous solution residing in soil pores that is chemically composed of H2O molecules and dissolved salt molecules. Osmotic suction difference between soil water and the chemical reservoir is dissipated through the following modes. Salt molecules diffuse from the chemical reservoir to the soil water and H2O molecules from soil water flows to chemical reservoir to equalize salt concentrations in the two chambers. This flow of H2O molecules is called an osmotic flow. During osmotic flow, if the clay particles behave as perfect semi-permeable membranes, only water exchanges between clay voids and the external solution in response to chemical concentration gradients. Clay particles however function as imperfect semi-permeable membranes and transfer dissolved salts in addition to water. The outward flow of H2O molecules from soil water (dilute solution chamber) to chemical reservoir (concentrated solution chamber) causes negative pore fluid pressures to develop within the compacted clay, which then leads to increase in effective stress and the consequent volume decrease is termed as osmotic induced consolidation. Conversely, diffusion of salt molecules from chemical reservoir to soil water in response to chemical concentration gradient reduces the thickness of the diffuse ion layers around the clay particles causing a decrease in the electrical repulsion forces between them. This in turn reduces the separation of the clay particles and, consequently, compresses the clay sample to a lower void ratio; the process being termed as osmotic consolidation. Tests described by researchers show that osmotic consolidation usually has a larger effect than the osmotically induced one. Review of the literature shows that most of the available theoretical and experimental analysis in literature only focuses on the behaviour of clay samples reconstituted from slurries and not on the one of compacted clays. Compacted clays are exposed to osmotic suction gradients under field situations such as landfills and brine ponds where compacted clay liners are in contact with leachate/brine solutions. Examining the impact of osmotic suction dissipation on the swell/compression behaviour of compacted clays forms the focus of the present thesis. Statement of Problem Compacted clays differ from clay samples reconstituted from slurries as they are characterized by both matric suction and osmotic suction. As a result, besides dissipating osmotic suction gradients by diffusion of salt molecules and flow of H2O… Advisors/Committee Members: Rao, Sudhakar M (advisor).

Subjects/Keywords: Soil Mechanics; Clay Soils - Compactification; Osmosis; Soil Compression; Clays - Swelling Behavior; Saturated Clays; Compacted Clays; Black Cotton Soil; Clays - Osmotic Compression; Osmotic Suction; Expansive Clay; Civil Engineering

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APA (6^th Edition):

Thyagaraj, T. (2008). Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/383

Chicago Manual of Style (16^th Edition):

Thyagaraj, T. “Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays.” 2008. Doctoral Dissertation, Indian Institute of Science. Accessed February 27, 2021. http://etd.iisc.ac.in/handle/2005/383.

MLA Handbook (7^th Edition):

Thyagaraj, T. “Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays.” 2008. Web. 27 Feb 2021.

Vancouver:

Thyagaraj T. Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2008. [cited 2021 Feb 27]. Available from: http://etd.iisc.ac.in/handle/2005/383.

Council of Science Editors:

Thyagaraj T. Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays. [Doctoral Dissertation]. Indian Institute of Science; 2008. Available from: http://etd.iisc.ac.in/handle/2005/383

Curtin University of Technology

11. Fauziah, Miftahul. Behaviour of stiff clayey soils using fracture mechanics approach .

Degree: 2009, Curtin University of Technology

URL: http://hdl.handle.net/20.500.11937/964

► Most of the conventional elastic plastic models of soils are based on continuum mechanics, however, for stiff, hard soils and soft rocks discontinuities develop under… (more)

▼ Most of the conventional elastic plastic models of soils are based on continuum mechanics, however, for stiff, hard soils and soft rocks discontinuities develop under load, and since the models assume continuity, they would cease to apply. These discontinuities had not been accounted for in the continuum-based elastic plastic models. On the other hand, fracture mechanical theory may be used to advantage to replicate their behaviour. The behaviour of soil commonly is interpreted from conventional triaxial apparatus, whereas, testing of soil using the plane strain device would be more useful information, as more geotechnical field problems are basically occur in these situations.The present study has dealt with the investigation on the behaviour of saturated over consolidated clay as well as partially saturated clay, which represent the stiff and hard brittle clay by the use of a new biaxial device modified from conventional triaxial apparatus. In general, the apparatus was able to produce data which are in a good accordance with known soil behaviour of stiff clay. Shear band localization occurred in all test specimens of over consolidated clay. Specimen initiated to be discontinuous upon reaching the peak stresses. It is evident that specimen of partially saturated containing fissures had weaker shear strength as well as compressive strength.From point of view of the discontinuities that take places in the stiff clay, a model based on the unified model (Lo et al, 1996) and the elasto-plastic shear fracture model (Lo, et al, 2005) was used in this study. The problem may be dealth with one of brittle fracture of a three-phase specimen, where the matric suction is disrupted by tensile or shear loading. As a result the fracture toughness of the specimen would vary according to matric suction changes. A problem of plane strain compression testing was carried out to implement the model. The crack propagation simulation was resulted the same pattern with the experimental results on partially saturated kaolin clay.

Subjects/Keywords: soft rocks; hard soils; continuum-based elastic plastic models; saturated clay; fracture mechanical theory; stiff; biaxial device; shear band localization

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APA (6^th Edition):

Fauziah, M. (2009). Behaviour of stiff clayey soils using fracture mechanics approach . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/964

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Fauziah, Miftahul. “Behaviour of stiff clayey soils using fracture mechanics approach .” 2009. Thesis, Curtin University of Technology. Accessed February 27, 2021. http://hdl.handle.net/20.500.11937/964.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Fauziah, Miftahul. “Behaviour of stiff clayey soils using fracture mechanics approach .” 2009. Web. 27 Feb 2021.

Vancouver:

Fauziah M. Behaviour of stiff clayey soils using fracture mechanics approach . [Internet] [Thesis]. Curtin University of Technology; 2009. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/20.500.11937/964.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Fauziah M. Behaviour of stiff clayey soils using fracture mechanics approach . [Thesis]. Curtin University of Technology; 2009. Available from: http://hdl.handle.net/20.500.11937/964

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Universiteit Utrecht

12. Gilde, C. A Research of the Relationship between Childhood Maltreatment and Suicide: Does Support Increase The Risk of Suicide in Maltreated Children?.

Degree: 2012, Universiteit Utrecht

URL: http://dspace.library.uu.nl:8080/handle/1874/253107

► This research focuses on the relationship between childhood maltreatment and suicide. The types of maltreatment that were included are physical abuse, sexual abuse, emotional maltreatment… (more)

Subjects/Keywords: Sociale Wetenschappen; Childhood maltreatment, physical abuse, sexual abuse, emotional maltreatment, physical neglect, suicide, suicide attempts, suicide thoughts, negative self-concept, social support, family support, teacher support, relationship with parents and present contact with parents

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APA (6^th Edition):

Gilde, C. (2012). A Research of the Relationship between Childhood Maltreatment and Suicide: Does Support Increase The Risk of Suicide in Maltreated Children?. (Masters Thesis). Universiteit Utrecht. Retrieved from http://dspace.library.uu.nl:8080/handle/1874/253107

Chicago Manual of Style (16^th Edition):

Gilde, C. “A Research of the Relationship between Childhood Maltreatment and Suicide: Does Support Increase The Risk of Suicide in Maltreated Children?.” 2012. Masters Thesis, Universiteit Utrecht. Accessed February 27, 2021. http://dspace.library.uu.nl:8080/handle/1874/253107.

MLA Handbook (7^th Edition):

Gilde, C. “A Research of the Relationship between Childhood Maltreatment and Suicide: Does Support Increase The Risk of Suicide in Maltreated Children?.” 2012. Web. 27 Feb 2021.

Vancouver:

Gilde C. A Research of the Relationship between Childhood Maltreatment and Suicide: Does Support Increase The Risk of Suicide in Maltreated Children?. [Internet] [Masters thesis]. Universiteit Utrecht; 2012. [cited 2021 Feb 27]. Available from: http://dspace.library.uu.nl:8080/handle/1874/253107.

Council of Science Editors:

Gilde C. A Research of the Relationship between Childhood Maltreatment and Suicide: Does Support Increase The Risk of Suicide in Maltreated Children?. [Masters Thesis]. Universiteit Utrecht; 2012. Available from: http://dspace.library.uu.nl:8080/handle/1874/253107

University of Houston

13. Adesoji, John Ireyemi 1986-. INVESTIGATING THE EFFECT OF CLAY MINERALS ON A SANDSTONE RESERVOIR: A ROCK PHYSICS ANALYSIS OF MAGNOLIA FIELD GULF OF MEXICO.

Degree: MS, Geophysics, 2014, University of Houston

URL: http://hdl.handle.net/10657/1685

► Petrophysical and Rock physics approaches have been used to investigate the effects of clay minerals within delineated reservoirs from the Magnolia field, offshore Louisiana. It… (more)

Subjects/Keywords: Clay; Clay mineral; Rock physics

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APA (6^th Edition):

Adesoji, J. I. 1. (2014). INVESTIGATING THE EFFECT OF CLAY MINERALS ON A SANDSTONE RESERVOIR: A ROCK PHYSICS ANALYSIS OF MAGNOLIA FIELD GULF OF MEXICO. (Masters Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1685

Chicago Manual of Style (16^th Edition):

Adesoji, John Ireyemi 1986-. “INVESTIGATING THE EFFECT OF CLAY MINERALS ON A SANDSTONE RESERVOIR: A ROCK PHYSICS ANALYSIS OF MAGNOLIA FIELD GULF OF MEXICO.” 2014. Masters Thesis, University of Houston. Accessed February 27, 2021. http://hdl.handle.net/10657/1685.

MLA Handbook (7^th Edition):

Adesoji, John Ireyemi 1986-. “INVESTIGATING THE EFFECT OF CLAY MINERALS ON A SANDSTONE RESERVOIR: A ROCK PHYSICS ANALYSIS OF MAGNOLIA FIELD GULF OF MEXICO.” 2014. Web. 27 Feb 2021.

Vancouver:

Adesoji JI1. INVESTIGATING THE EFFECT OF CLAY MINERALS ON A SANDSTONE RESERVOIR: A ROCK PHYSICS ANALYSIS OF MAGNOLIA FIELD GULF OF MEXICO. [Internet] [Masters thesis]. University of Houston; 2014. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10657/1685.

Council of Science Editors:

Adesoji JI1. INVESTIGATING THE EFFECT OF CLAY MINERALS ON A SANDSTONE RESERVOIR: A ROCK PHYSICS ANALYSIS OF MAGNOLIA FIELD GULF OF MEXICO. [Masters Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1685

14. Ratkovich, Michael J. Nano-Encapsulation of Gastric Sensitive Compounds.

Degree: 2013

URL: http://hdl.handle.net/2249.1/62473

Subjects/Keywords: Ephedrine; Composite with clay; Cloisite; Gastric fluid; Pharmaceutical; Nitrosation; Chemistry

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APA (6^th Edition):

Ratkovich, M. J. (2013). Nano-Encapsulation of Gastric Sensitive Compounds. (Thesis). [No school.] Retrieved from http://hdl.handle.net/2249.1/62473

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No school.

Chicago Manual of Style (16^th Edition):

Ratkovich, Michael J. “Nano-Encapsulation of Gastric Sensitive Compounds.” 2013. Thesis, [No school]. Accessed February 27, 2021. http://hdl.handle.net/2249.1/62473.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No school.

MLA Handbook (7^th Edition):

Ratkovich, Michael J. “Nano-Encapsulation of Gastric Sensitive Compounds.” 2013. Web. 27 Feb 2021.

Vancouver:

Ratkovich MJ. Nano-Encapsulation of Gastric Sensitive Compounds. [Internet] [Thesis]. [No school]; 2013. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/2249.1/62473.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No school.

Council of Science Editors:

Ratkovich MJ. Nano-Encapsulation of Gastric Sensitive Compounds. [Thesis]. [No school]; 2013. Available from: http://hdl.handle.net/2249.1/62473

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No school.

Texas State University – San Marcos

15. Ratkovich, Michael J. Nano-Encapsulation of Gastric Sensitive Compounds.

Degree: MS, Chemistry, 2011, Texas State University – San Marcos

URL: https://digital.library.txstate.edu/handle/10877/3874

No abstract prepared. Advisors/Committee Members: Beall, Gary W. (advisor), Powell, Clois E. (committee member), Lewis, L. Kevin (committee member).

Subjects/Keywords: Ephedrine; Composite with clay; Cloisite; Gastric fluid; Pharmaceutical; Nitrosation; Chemistry

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APA (6^th Edition):

Ratkovich, M. J. (2011). Nano-Encapsulation of Gastric Sensitive Compounds. (Masters Thesis). Texas State University – San Marcos. Retrieved from https://digital.library.txstate.edu/handle/10877/3874

Chicago Manual of Style (16^th Edition):

Ratkovich, Michael J. “Nano-Encapsulation of Gastric Sensitive Compounds.” 2011. Masters Thesis, Texas State University – San Marcos. Accessed February 27, 2021. https://digital.library.txstate.edu/handle/10877/3874.

MLA Handbook (7^th Edition):

Ratkovich, Michael J. “Nano-Encapsulation of Gastric Sensitive Compounds.” 2011. Web. 27 Feb 2021.

Vancouver:

Ratkovich MJ. Nano-Encapsulation of Gastric Sensitive Compounds. [Internet] [Masters thesis]. Texas State University – San Marcos; 2011. [cited 2021 Feb 27]. Available from: https://digital.library.txstate.edu/handle/10877/3874.

Council of Science Editors:

Ratkovich MJ. Nano-Encapsulation of Gastric Sensitive Compounds. [Masters Thesis]. Texas State University – San Marcos; 2011. Available from: https://digital.library.txstate.edu/handle/10877/3874

Oregon State University

16. Perrier, Eugene Raymond. The electric balance technique for measuring the mass and charge of clay particles.

Degree: MS, Soils, 1957, Oregon State University

URL: http://hdl.handle.net/1957/51171

Subjects/Keywords: Clay

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APA (6^th Edition):

Perrier, E. R. (1957). The electric balance technique for measuring the mass and charge of clay particles. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/51171

Chicago Manual of Style (16^th Edition):

Perrier, Eugene Raymond. “The electric balance technique for measuring the mass and charge of clay particles.” 1957. Masters Thesis, Oregon State University. Accessed February 27, 2021. http://hdl.handle.net/1957/51171.

MLA Handbook (7^th Edition):

Perrier, Eugene Raymond. “The electric balance technique for measuring the mass and charge of clay particles.” 1957. Web. 27 Feb 2021.

Vancouver:

Perrier ER. The electric balance technique for measuring the mass and charge of clay particles. [Internet] [Masters thesis]. Oregon State University; 1957. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1957/51171.

Council of Science Editors:

Perrier ER. The electric balance technique for measuring the mass and charge of clay particles. [Masters Thesis]. Oregon State University; 1957. Available from: http://hdl.handle.net/1957/51171

University of Tasmania

17. Bahl, Dharm Paul,1925-. Mineralogy and physical properties of some Tasmanian cainozoic clays.

Degree: 1957, University of Tasmania

URL: https://eprints.utas.edu.au/18901/1/whole_BahlDharmPaul1957_thesis.pdf

► Detailed quantitative mineralogical analysis and physical studies were made of twenty nine Cainozoic clays from different parts of Tasmania. The clays are mainly of Tertiary… (more)

▼ Detailed quantitative mineralogical analysis and physical studies were made of twenty nine Cainozoic clays from different parts of Tasmania. The clays are mainly of Tertiary age and are both residual and sedimentary in origin. The geological occurrences of the clays are described and their mineralogy discussed. The two main methods of analysis consisted of X-ray diffraction techniques and differential thermal analysis; iron determinations were made on four selected samples. The differential thermal method of analysis in conjunction with X-ray diffraction examination proved advantageous in detecting an abnormal montmorillonite which was characterised by a lower dehydroxylation peak at about 550°C. The clays can be divided into five types, on the basis of their mIst abundant clay mineral, as follows: 1.Clays rich in kaolinite 2.Clays having abnormal montmorillonite as the dominant clay mineral. 3.Clays characterised by mixed layer minerals of illite and montmorillonite, as both randomly stacked and ordered structures. 4.Clays characterised jointly by kaolinite and abnormal montmorillonite. 5. Clays predominantly kaolinites with gibbsite. Quartz was abundant in all the clays. Other minor constituents included; illite, feldspar, goethite, gibbsite, matahalloysite, calcite, chlorite, haematite, muscovite, mixed layer minerals and organic matter: The clay minerals were used as indicators to interpret tentatively the environment of deposition during the Cainozoic Era. The possibility exists that different clay minerals might have formed in the weathered zones at different periods in the geological history of the area as a result of changes of micro- chemical climate. In the 36' bored at Sandy Bay the mineral composition revealed no diagenetic change with the accumulation of the clays. Most of the clays required a high proportion of tempering water. Drying and firing characteristics were related to clay mineralogy. Of the two chief mineralogical groups, clays which consist primarily of kaolinite are of medium plasticity and shrinkage, light coloured on firing and moderttely refractory. Another group of clays with abnormal montmorillonite, or mixed ATMinerale have high plasticity and sh±inkage, are very slow in drying, orange - red burning and low - refractory.

Subjects/Keywords: Clay

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APA (6^th Edition):

Bahl, D. P. (1957). Mineralogy and physical properties of some Tasmanian cainozoic clays. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/18901/1/whole_BahlDharmPaul1957_thesis.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Bahl, Dharm Paul,1925-. “Mineralogy and physical properties of some Tasmanian cainozoic clays.” 1957. Thesis, University of Tasmania. Accessed February 27, 2021. https://eprints.utas.edu.au/18901/1/whole_BahlDharmPaul1957_thesis.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Bahl, Dharm Paul,1925-. “Mineralogy and physical properties of some Tasmanian cainozoic clays.” 1957. Web. 27 Feb 2021.

Vancouver:

Bahl DP. Mineralogy and physical properties of some Tasmanian cainozoic clays. [Internet] [Thesis]. University of Tasmania; 1957. [cited 2021 Feb 27]. Available from: https://eprints.utas.edu.au/18901/1/whole_BahlDharmPaul1957_thesis.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bahl DP. Mineralogy and physical properties of some Tasmanian cainozoic clays. [Thesis]. University of Tasmania; 1957. Available from: https://eprints.utas.edu.au/18901/1/whole_BahlDharmPaul1957_thesis.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

18. Emecheta, Akunna C. Evaluating the Effects of Environmentally Acceptable Clay Stabilizer on Bandera Sandstone.

Degree: 2013, Texas Digital Library

URL: http://hdl.handle.net/1969; http://hdl.handle.net/2249.1/66542

► Fines migration and clay swelling are major problems encountered in sandstone formations in the petroleum industry which leads to a decline in the level of… (more)

Subjects/Keywords: Clay Stabilizer

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APA (6^th Edition):

Emecheta, A. C. (2013). Evaluating the Effects of Environmentally Acceptable Clay Stabilizer on Bandera Sandstone. (Thesis). Texas Digital Library. Retrieved from http://hdl.handle.net/1969; http://hdl.handle.net/2249.1/66542

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Emecheta, Akunna C. “Evaluating the Effects of Environmentally Acceptable Clay Stabilizer on Bandera Sandstone.” 2013. Thesis, Texas Digital Library. Accessed February 27, 2021. http://hdl.handle.net/1969; http://hdl.handle.net/2249.1/66542.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Emecheta, Akunna C. “Evaluating the Effects of Environmentally Acceptable Clay Stabilizer on Bandera Sandstone.” 2013. Web. 27 Feb 2021.

Vancouver:

Emecheta AC. Evaluating the Effects of Environmentally Acceptable Clay Stabilizer on Bandera Sandstone. [Internet] [Thesis]. Texas Digital Library; 2013. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1969; http://hdl.handle.net/2249.1/66542.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Emecheta AC. Evaluating the Effects of Environmentally Acceptable Clay Stabilizer on Bandera Sandstone. [Thesis]. Texas Digital Library; 2013. Available from: http://hdl.handle.net/1969; http://hdl.handle.net/2249.1/66542

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Brigham Young University

19. Anderson, Kenneth H. Acidic properties of clay minerals and alumina.

Degree: MS, 1955, Brigham Young University

URL: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=9154&context=etd

► Acidic properties of dialyzed alumina and representative clay minerals were studied by performing titrations with various bases. For the first group of experiments the… (more)

Subjects/Keywords: Clay

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APA (6^th Edition):

Anderson, K. H. (1955). Acidic properties of clay minerals and alumina. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=9154&context=etd

Chicago Manual of Style (16^th Edition):

Anderson, Kenneth H. “Acidic properties of clay minerals and alumina.” 1955. Masters Thesis, Brigham Young University. Accessed February 27, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=9154&context=etd.

MLA Handbook (7^th Edition):

Anderson, Kenneth H. “Acidic properties of clay minerals and alumina.” 1955. Web. 27 Feb 2021.

Vancouver:

Anderson KH. Acidic properties of clay minerals and alumina. [Internet] [Masters thesis]. Brigham Young University; 1955. [cited 2021 Feb 27]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=9154&context=etd.

Council of Science Editors:

Anderson KH. Acidic properties of clay minerals and alumina. [Masters Thesis]. Brigham Young University; 1955. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=9154&context=etd

Montana State University

20. Stevens, William Dennison. Clays of the Gallatin Valley.

Degree: MS, College of Arts & Architecture, 1963, Montana State University

URL: https://scholarworks.montana.edu/xmlui/handle/1/6502

Subjects/Keywords: Clay.

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APA (6^th Edition):

Stevens, W. D. (1963). Clays of the Gallatin Valley. (Masters Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/6502

Chicago Manual of Style (16^th Edition):

Stevens, William Dennison. “Clays of the Gallatin Valley.” 1963. Masters Thesis, Montana State University. Accessed February 27, 2021. https://scholarworks.montana.edu/xmlui/handle/1/6502.

MLA Handbook (7^th Edition):

Stevens, William Dennison. “Clays of the Gallatin Valley.” 1963. Web. 27 Feb 2021.

Vancouver:

Stevens WD. Clays of the Gallatin Valley. [Internet] [Masters thesis]. Montana State University; 1963. [cited 2021 Feb 27]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6502.

Council of Science Editors:

Stevens WD. Clays of the Gallatin Valley. [Masters Thesis]. Montana State University; 1963. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6502

Montana State University

21. Mikkelsen, Eduard Allen. Discovery and development of clays in the area of Marysville, California.

Degree: MFA, College of Arts & Architecture, 1961, Montana State University

URL: https://scholarworks.montana.edu/xmlui/handle/1/5729

Subjects/Keywords: Clay.

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APA (6^th Edition):

Mikkelsen, E. A. (1961). Discovery and development of clays in the area of Marysville, California. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/5729

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Mikkelsen, Eduard Allen. “Discovery and development of clays in the area of Marysville, California.” 1961. Thesis, Montana State University. Accessed February 27, 2021. https://scholarworks.montana.edu/xmlui/handle/1/5729.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Mikkelsen, Eduard Allen. “Discovery and development of clays in the area of Marysville, California.” 1961. Web. 27 Feb 2021.

Vancouver:

Mikkelsen EA. Discovery and development of clays in the area of Marysville, California. [Internet] [Thesis]. Montana State University; 1961. [cited 2021 Feb 27]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5729.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mikkelsen EA. Discovery and development of clays in the area of Marysville, California. [Thesis]. Montana State University; 1961. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5729

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

22. McBain, Carole J. Formulas and methods of compounding a clay body and base glaze from native clays and other materials available in the Sacramento Valley.

Degree: MA, Art, 2017, California State University – Sacramento

URL: http://hdl.handle.net/10211.3/194064

Part of a retrospective digitization project. Advisors/Committee Members: Vollbrecht, Ernest.

Subjects/Keywords: Clay

…centred accurately, the clay 1a out ot alignment with the rotation of the wheel and the… …pressure, manipulating the clay with thWDbe, palma and tingers; and quickly, under dett fingers… …tor its dark color ia the action ot the glaze in combination with the iron in the clay body… …Clay when wet 'l.11 plastic and can be molded by hand or ma.chine into any desired… …tire. It ia this property ot plaatieity that makes clay so Taluable to man.• 2 Plaatie. 1…

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APA (6^th Edition):

McBain, C. J. (2017). Formulas and methods of compounding a clay body and base glaze from native clays and other materials available in the Sacramento Valley. (Masters Thesis). California State University – Sacramento. Retrieved from http://hdl.handle.net/10211.3/194064

Chicago Manual of Style (16^th Edition):

McBain, Carole J. “Formulas and methods of compounding a clay body and base glaze from native clays and other materials available in the Sacramento Valley.” 2017. Masters Thesis, California State University – Sacramento. Accessed February 27, 2021. http://hdl.handle.net/10211.3/194064.

MLA Handbook (7^th Edition):

McBain, Carole J. “Formulas and methods of compounding a clay body and base glaze from native clays and other materials available in the Sacramento Valley.” 2017. Web. 27 Feb 2021.

Vancouver:

McBain CJ. Formulas and methods of compounding a clay body and base glaze from native clays and other materials available in the Sacramento Valley. [Internet] [Masters thesis]. California State University – Sacramento; 2017. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10211.3/194064.

Council of Science Editors:

McBain CJ. Formulas and methods of compounding a clay body and base glaze from native clays and other materials available in the Sacramento Valley. [Masters Thesis]. California State University – Sacramento; 2017. Available from: http://hdl.handle.net/10211.3/194064

University of British Columbia

23. Mallawaratchie, Dayalal Pandula. Plane strain creep rupture of a saturated undisturbed clay.

Degree: Master of Applied Science - MASc, Civil Engineering, 1970, University of British Columbia

URL: http://hdl.handle.net/2429/34885

► Undrained constant stress level creep rupture tests have been performed on an undisturbed, normally consolidated under K₀ conditions, sensitive clay in a rectangular (1" x… (more)

Subjects/Keywords: Clay

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APA (6^th Edition):

Mallawaratchie, D. P. (1970). Plane strain creep rupture of a saturated undisturbed clay. (Masters Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/34885

Chicago Manual of Style (16^th Edition):

Mallawaratchie, Dayalal Pandula. “Plane strain creep rupture of a saturated undisturbed clay.” 1970. Masters Thesis, University of British Columbia. Accessed February 27, 2021. http://hdl.handle.net/2429/34885.

MLA Handbook (7^th Edition):

Mallawaratchie, Dayalal Pandula. “Plane strain creep rupture of a saturated undisturbed clay.” 1970. Web. 27 Feb 2021.

Vancouver:

Mallawaratchie DP. Plane strain creep rupture of a saturated undisturbed clay. [Internet] [Masters thesis]. University of British Columbia; 1970. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/2429/34885.

Council of Science Editors:

Mallawaratchie DP. Plane strain creep rupture of a saturated undisturbed clay. [Masters Thesis]. University of British Columbia; 1970. Available from: http://hdl.handle.net/2429/34885

Michigan State University

24. Goughnour, Roger David. Investigation of the structure and shear strength characteristics of a clay soil.

Degree: MS, Dept. of Civil and Sanitary Engineering, 1961, Michigan State University

URL: http://etd.lib.msu.edu/islandora/object/etd:9947

Subjects/Keywords: Clay

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APA (6^th Edition):

Goughnour, R. D. (1961). Investigation of the structure and shear strength characteristics of a clay soil. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:9947

Chicago Manual of Style (16^th Edition):

Goughnour, Roger David. “Investigation of the structure and shear strength characteristics of a clay soil.” 1961. Masters Thesis, Michigan State University. Accessed February 27, 2021. http://etd.lib.msu.edu/islandora/object/etd:9947.

MLA Handbook (7^th Edition):

Goughnour, Roger David. “Investigation of the structure and shear strength characteristics of a clay soil.” 1961. Web. 27 Feb 2021.

Vancouver:

Goughnour RD. Investigation of the structure and shear strength characteristics of a clay soil. [Internet] [Masters thesis]. Michigan State University; 1961. [cited 2021 Feb 27]. Available from: http://etd.lib.msu.edu/islandora/object/etd:9947.

Council of Science Editors:

Goughnour RD. Investigation of the structure and shear strength characteristics of a clay soil. [Masters Thesis]. Michigan State University; 1961. Available from: http://etd.lib.msu.edu/islandora/object/etd:9947

Michigan State University

25. Neukirchner, Robert John. Analysis of clay consolidation by rate process theory.

Degree: MS, Dept. of Civil Engineering, 1965, Michigan State University

URL: http://etd.lib.msu.edu/islandora/object/etd:12187

Subjects/Keywords: Clay

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APA (6^th Edition):

Neukirchner, R. J. (1965). Analysis of clay consolidation by rate process theory. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12187

Chicago Manual of Style (16^th Edition):

Neukirchner, Robert John. “Analysis of clay consolidation by rate process theory.” 1965. Masters Thesis, Michigan State University. Accessed February 27, 2021. http://etd.lib.msu.edu/islandora/object/etd:12187.

MLA Handbook (7^th Edition):

Neukirchner, Robert John. “Analysis of clay consolidation by rate process theory.” 1965. Web. 27 Feb 2021.

Vancouver:

Neukirchner RJ. Analysis of clay consolidation by rate process theory. [Internet] [Masters thesis]. Michigan State University; 1965. [cited 2021 Feb 27]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12187.

Council of Science Editors:

Neukirchner RJ. Analysis of clay consolidation by rate process theory. [Masters Thesis]. Michigan State University; 1965. Available from: http://etd.lib.msu.edu/islandora/object/etd:12187

Michigan State University

26. Warder, David Lee. Failure modes in clay.

Degree: MS, Dept. of Civil Engineering, 1964, Michigan State University

URL: http://etd.lib.msu.edu/islandora/object/etd:13735

Subjects/Keywords: Clay

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APA (6^th Edition):

Warder, D. L. (1964). Failure modes in clay. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13735

Chicago Manual of Style (16^th Edition):

Warder, David Lee. “Failure modes in clay.” 1964. Masters Thesis, Michigan State University. Accessed February 27, 2021. http://etd.lib.msu.edu/islandora/object/etd:13735.

MLA Handbook (7^th Edition):

Warder, David Lee. “Failure modes in clay.” 1964. Web. 27 Feb 2021.

Vancouver:

Warder DL. Failure modes in clay. [Internet] [Masters thesis]. Michigan State University; 1964. [cited 2021 Feb 27]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13735.

Council of Science Editors:

Warder DL. Failure modes in clay. [Masters Thesis]. Michigan State University; 1964. Available from: http://etd.lib.msu.edu/islandora/object/etd:13735

Victoria University of Wellington

27. Novieto, Setor Donné. Drawing on the Past, Regenerating the Present: A Comparison of the Works of Ayi Kwei Armah and Nicolás Guillén.

Degree: 2020, Victoria University of Wellington

URL: http://hdl.handle.net/10063/8650

► Novelist Ayi Kwei Armah and poet Nicolás Guillén are, respectively, Ghanaian and Cuban writers who embody the efforts of mid-twentieth-century artists to depict the day-to-day… (more)

▼ Novelist Ayi Kwei Armah and poet Nicolás Guillén are, respectively, Ghanaian and Cuban writers who embody the efforts of mid-twentieth-century artists to depict the day-to-day socio-political conditions and struggles of societies seeking to move beyond histories of racial and economic oppression. Both engage powerfully and controversially with ongoing debates around damaging colonial histories and disappointing contemporary realities. The achievement of independence did not usher in the new, improved nations sought by way of struggle and suffering in either country. Uncompromisingly, Armah’s and Guillén’s works portray both the irredeemable parts of colonial histories and those that can be put to the benefit of the present, together with the tension that this disparity between expectation and achievement engenders. Granted the varied nature of the subject matter of the works of the two authors and the seeming lack of relation between them, this study makes use of a selection of theoretical frameworks to find common ground for analysing their work. The analysis of Nicolás Guillén’s poetry is based on concepts fundamental to Latin American social and cultural criticism, notably, the ideology of whitening or blanqueamiento, cultural mixing or mestizaje, and feminist criticism. The study of Ayi Kwei Armah’s first novel The Beautyful Ones Are Not Yet Born (1968) employs socio-cultural theories including traditional Ghanaian concepts such sankofa and the Akan symbol of adinkra, together with Jean Paul Sartre’s concept of the “engaged writer.” This thesis argues that, in spite of their different national and ethnic backgrounds, both writers draw on traditional aspects of African culture to provide the impetus for social and cultural regeneration in their societies. Critics have read Armah as presenting disillusioned and decadent images of Ghana and promoting limited roles for women in his work. Guillén too has been portrayed by critics as offering an objectified representation of women in his poetry of the 1920s and 1930s and has been accused of ignoring, as a poet of meztizaje or ethnic mixture, the issues of Blacks and Blackness. This thesis contests these limiting critical positions, arguing that the writers’ representations of women, Blacks and Blackness are more positive and progressive than has been allowed. Acknowledging the burden of racist histories, the false promise of postcolonial liberation, the blatant corruption and the unrealised expectations of their times, they nevertheless allow for the possibility of regeneration in the societies they both dissect and, in part, restore. Advisors/Committee Members: Gilmour, Nicola, Williams, Mark.

Subjects/Keywords: Past; Present; Regenerating; Drawing on

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APA (6^th Edition):

Novieto, S. D. (2020). Drawing on the Past, Regenerating the Present: A Comparison of the Works of Ayi Kwei Armah and Nicolás Guillén. (Doctoral Dissertation). Victoria University of Wellington. Retrieved from http://hdl.handle.net/10063/8650

Chicago Manual of Style (16^th Edition):

Novieto, Setor Donné. “Drawing on the Past, Regenerating the Present: A Comparison of the Works of Ayi Kwei Armah and Nicolás Guillén.” 2020. Doctoral Dissertation, Victoria University of Wellington. Accessed February 27, 2021. http://hdl.handle.net/10063/8650.

MLA Handbook (7^th Edition):

Novieto, Setor Donné. “Drawing on the Past, Regenerating the Present: A Comparison of the Works of Ayi Kwei Armah and Nicolás Guillén.” 2020. Web. 27 Feb 2021.

Vancouver:

Novieto SD. Drawing on the Past, Regenerating the Present: A Comparison of the Works of Ayi Kwei Armah and Nicolás Guillén. [Internet] [Doctoral dissertation]. Victoria University of Wellington; 2020. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10063/8650.

Council of Science Editors:

Novieto SD. Drawing on the Past, Regenerating the Present: A Comparison of the Works of Ayi Kwei Armah and Nicolás Guillén. [Doctoral Dissertation]. Victoria University of Wellington; 2020. Available from: http://hdl.handle.net/10063/8650

Louisiana State University

28. Love, James Alec. Information Systems Scholarship: An Examination of the Past, Present, and Future of the Information Systems Academic Discipline.

Degree: PhD, Business, 2014, Louisiana State University

URL: etd-07102014-150352 ; https://digitalcommons.lsu.edu/gradschool_dissertations/100

► This dissertation investigates the topic of scholarship in the Information Systems (IS) discipline through a series of three papers. The papers, presented in Chapters 2,… (more)

▼ This dissertation investigates the topic of scholarship in the Information Systems (IS) discipline through a series of three papers. The papers, presented in Chapters 2, 3, and 4, each delve into a specific chronological period of IS scholarship which are delineated into the past, present, and future. Chapter 2 elucidates the IS discipline’s ‘past’ by categorizing the entire corpus of extant research in the Association of Information Systems Senior Scholars’ Basket of eight journals. Clusters derived from these mainstream journal publications represent a thematic identity of the IS discipline. After analyzing the corpus altogether, further analysis segments the corpus into shorter, 5-year periods to illuminate the historical evolution of the themes. Lastly, interpretations of the trends and a recommendation to curate an IS Body of Knowledge are discussed. Chapter 3 surveys business school deans and IS academics eliciting their ‘present’ social representations of the IS discipline. It then seeks the two groups’ feedback regarding their level of agreement with concerns attributed to the IS discipline as summarized in Ives and Adams (2012). Group responses are evaluated independently and are juxtaposed for between-group analysis. Then, additional concerns are gathered to ensure the full range of issues are represented. Network topic maps illustrate the findings, and interpretations are discussed. Group differences suggest that IS academics are more critical of the IS discipline than business school deans. In Chapter 4, an alternative research approach is offered for conducting ‘future’ scholarship efforts in the IS discipline. A framework that organizes discourse on the emergent crowdsourced research genre is constructed. Prior to building the framework, a crowdsourcing process model is developed to conceptualize how problems and outcomes interact with the crowdsourcing process. The internal process components include task, governance, people, and technology. Then, the crowdsourcing process model is applied to eight general research process phases beginning with the idea generation phase and concluding with the apply results phase. Implementation of the crowdsourced research framework expounds phase-specific implications as well as other ubiquitous implications of the research process. The findings are discussed, and future directions for the IS crowd are suggested.

Subjects/Keywords: future; present; past; scholarship

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APA (6^th Edition):

Love, J. A. (2014). Information Systems Scholarship: An Examination of the Past, Present, and Future of the Information Systems Academic Discipline. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-07102014-150352 ; https://digitalcommons.lsu.edu/gradschool_dissertations/100

Chicago Manual of Style (16^th Edition):

Love, James Alec. “Information Systems Scholarship: An Examination of the Past, Present, and Future of the Information Systems Academic Discipline.” 2014. Doctoral Dissertation, Louisiana State University. Accessed February 27, 2021. etd-07102014-150352 ; https://digitalcommons.lsu.edu/gradschool_dissertations/100.

MLA Handbook (7^th Edition):

Love, James Alec. “Information Systems Scholarship: An Examination of the Past, Present, and Future of the Information Systems Academic Discipline.” 2014. Web. 27 Feb 2021.

Vancouver:

Love JA. Information Systems Scholarship: An Examination of the Past, Present, and Future of the Information Systems Academic Discipline. [Internet] [Doctoral dissertation]. Louisiana State University; 2014. [cited 2021 Feb 27]. Available from: etd-07102014-150352 ; https://digitalcommons.lsu.edu/gradschool_dissertations/100.

Council of Science Editors:

Love JA. Information Systems Scholarship: An Examination of the Past, Present, and Future of the Information Systems Academic Discipline. [Doctoral Dissertation]. Louisiana State University; 2014. Available from: etd-07102014-150352 ; https://digitalcommons.lsu.edu/gradschool_dissertations/100

Universidade do Minho

29. Serrano, Ana Sofia Alves. Rendas vitalícias sobre casais .

Degree: 2013, Universidade do Minho

URL: http://hdl.handle.net/1822/28018

► A duração da vida humana é cada vez mais longa. O aumento sistemático da longevidade é um risco enfrentado pela Segurança Social, mas também pelas… (more)

Subjects/Keywords: Tábua de mortalidade; Rendas sobre a vida humana; Valor atuarial de uma renda; Rendas last survivor; Rendas reversíveis; Life table; Life annuities; Actuarial present value of an annuity; Last survivor annuities; Joint life annuities with a contingent survivor benefit

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APA (6^th Edition):

Serrano, A. S. A. (2013). Rendas vitalícias sobre casais . (Masters Thesis). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/28018

Chicago Manual of Style (16^th Edition):

Serrano, Ana Sofia Alves. “Rendas vitalícias sobre casais .” 2013. Masters Thesis, Universidade do Minho. Accessed February 27, 2021. http://hdl.handle.net/1822/28018.

MLA Handbook (7^th Edition):

Serrano, Ana Sofia Alves. “Rendas vitalícias sobre casais .” 2013. Web. 27 Feb 2021.

Vancouver:

Serrano ASA. Rendas vitalícias sobre casais . [Internet] [Masters thesis]. Universidade do Minho; 2013. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1822/28018.

Council of Science Editors:

Serrano ASA. Rendas vitalícias sobre casais . [Masters Thesis]. Universidade do Minho; 2013. Available from: http://hdl.handle.net/1822/28018

Brno University of Technology

30. Seidlová, Andrea. Požadavky na zadávací dokumentaci veřejných zakázek na stavební práce: Tender Documentation Requirements of Public Works Contracts.

Degree: 2019, Brno University of Technology

URL: http://hdl.handle.net/11012/30095

► This thesis focuses on the issues related to the requirements of the contracting authority contained in the tender documents of public works contracts. In the… (more)

Subjects/Keywords: Veřejná zakázka na stavební práce; zadávací dokumentace; metody hodnocení nabídek; čistá současná hodnota; vzduchotechnický systém s rekuperací.; Public works contracts; tender documents; tender evaluation methods; net present value; ventilation system with heat recovery.

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APA (6^th Edition):

Seidlová, A. (2019). Požadavky na zadávací dokumentaci veřejných zakázek na stavební práce: Tender Documentation Requirements of Public Works Contracts. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30095

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Seidlová, Andrea. “Požadavky na zadávací dokumentaci veřejných zakázek na stavební práce: Tender Documentation Requirements of Public Works Contracts.” 2019. Thesis, Brno University of Technology. Accessed February 27, 2021. http://hdl.handle.net/11012/30095.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Seidlová, Andrea. “Požadavky na zadávací dokumentaci veřejných zakázek na stavební práce: Tender Documentation Requirements of Public Works Contracts.” 2019. Web. 27 Feb 2021.

Vancouver:

Seidlová A. Požadavky na zadávací dokumentaci veřejných zakázek na stavební práce: Tender Documentation Requirements of Public Works Contracts. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/11012/30095.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Seidlová A. Požadavky na zadávací dokumentaci veřejných zakázek na stavební práce: Tender Documentation Requirements of Public Works Contracts. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/30095

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Open Access Theses and Dissertations