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You searched for subject:(pore water pressure). Showing records 1 – 30 of 41 total matches.

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Delft University of Technology

1. De Visser, J.L. Time - dependent shape functions for FE analysis of unsaturated soil behaviour:.

Degree: 2015, Delft University of Technology

 Unsaturated groundwater dynamics play a major role in the nalysis of soil-atmosphere interaction, stability of geotechnical structures, and the impact of climate change aspects on… (more)

Subjects/Keywords: Unsaturated Soil; Finite Element Method; Pore Water Pressure; Shape Functions

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APA (6th Edition):

De Visser, J. L. (2015). Time - dependent shape functions for FE analysis of unsaturated soil behaviour:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5

Chicago Manual of Style (16th Edition):

De Visser, J L. “Time - dependent shape functions for FE analysis of unsaturated soil behaviour:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 08, 2020. http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5.

MLA Handbook (7th Edition):

De Visser, J L. “Time - dependent shape functions for FE analysis of unsaturated soil behaviour:.” 2015. Web. 08 Apr 2020.

Vancouver:

De Visser JL. Time - dependent shape functions for FE analysis of unsaturated soil behaviour:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Apr 08]. Available from: http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5.

Council of Science Editors:

De Visser JL. Time - dependent shape functions for FE analysis of unsaturated soil behaviour:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5


Delft University of Technology

2. Van den Brink, F. Influence of liquefaction on scour around offshore monopile foundations:.

Degree: 2014, Delft University of Technology

 Scour hole formation around offshore monopile foundations is a threat for the structure’s stability. Large uncertainty leads to conservatism in design codes and hence to… (more)

Subjects/Keywords: scour; liquefaction; experiment; monopile; excess pore water pressure

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APA (6th Edition):

Van den Brink, F. (2014). Influence of liquefaction on scour around offshore monopile foundations:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d47fcb78-35b6-4b76-a927-8c8479828ee4

Chicago Manual of Style (16th Edition):

Van den Brink, F. “Influence of liquefaction on scour around offshore monopile foundations:.” 2014. Masters Thesis, Delft University of Technology. Accessed April 08, 2020. http://resolver.tudelft.nl/uuid:d47fcb78-35b6-4b76-a927-8c8479828ee4.

MLA Handbook (7th Edition):

Van den Brink, F. “Influence of liquefaction on scour around offshore monopile foundations:.” 2014. Web. 08 Apr 2020.

Vancouver:

Van den Brink F. Influence of liquefaction on scour around offshore monopile foundations:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Apr 08]. Available from: http://resolver.tudelft.nl/uuid:d47fcb78-35b6-4b76-a927-8c8479828ee4.

Council of Science Editors:

Van den Brink F. Influence of liquefaction on scour around offshore monopile foundations:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:d47fcb78-35b6-4b76-a927-8c8479828ee4


Colorado School of Mines

3. Parekh, Minal L. Advancing internal erosion monitoring using seismic methods in field and laboratory studies.

Degree: PhD, Civil and Environmental Engineering, 2017, Colorado School of Mines

 This dissertation presents research involving laboratory and field investigation of passive and active methods for monitoring and assessing earthen embankment infrastructure such as dams and… (more)

Subjects/Keywords: Dams; Monitoring; Shear wave velocity; Levees; Acoustic emissions; Pore water pressure

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APA (6th Edition):

Parekh, M. L. (2017). Advancing internal erosion monitoring using seismic methods in field and laboratory studies. (Doctoral Dissertation). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/170615

Chicago Manual of Style (16th Edition):

Parekh, Minal L. “Advancing internal erosion monitoring using seismic methods in field and laboratory studies.” 2017. Doctoral Dissertation, Colorado School of Mines. Accessed April 08, 2020. http://hdl.handle.net/11124/170615.

MLA Handbook (7th Edition):

Parekh, Minal L. “Advancing internal erosion monitoring using seismic methods in field and laboratory studies.” 2017. Web. 08 Apr 2020.

Vancouver:

Parekh ML. Advancing internal erosion monitoring using seismic methods in field and laboratory studies. [Internet] [Doctoral dissertation]. Colorado School of Mines; 2017. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11124/170615.

Council of Science Editors:

Parekh ML. Advancing internal erosion monitoring using seismic methods in field and laboratory studies. [Doctoral Dissertation]. Colorado School of Mines; 2017. Available from: http://hdl.handle.net/11124/170615


Luleå University of Technology

4. Khan, Muhammad Sheraz. Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D.

Degree: 2012, Luleå University of Technology

This master thesis focus on predicting settlement with preloading with and without vertical drains with respect to time by using finite element method with… (more)

Subjects/Keywords: Technology; finite element method; consolidation settlement; excess pore water pressure; Teknik

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APA (6th Edition):

Khan, M. S. (2012). Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59218

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

Chicago Manual of Style (16th Edition):

Khan, Muhammad Sheraz. “Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D.” 2012. Thesis, Luleå University of Technology. Accessed April 08, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59218.

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

MLA Handbook (7th Edition):

Khan, Muhammad Sheraz. “Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D.” 2012. Web. 08 Apr 2020.

Vancouver:

Khan MS. Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D. [Internet] [Thesis]. Luleå University of Technology; 2012. [cited 2020 Apr 08]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59218.

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

Council of Science Editors:

Khan MS. Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D. [Thesis]. Luleå University of Technology; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59218

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


University of Illinois – Chicago

5. Kulkarni, Hanumanth S. Optimization of Leachate Recirculation Systems in Bioreactor Landfills.

Degree: 2012, University of Illinois – Chicago

 Municipal solid waste (MSW) management is one of the important issues that the United States of America (USA) and the other parts of the world… (more)

Subjects/Keywords: Bioreactor landfills; moisture distribution; two-phase flow; pore water pressure; pore gas pressure; reliability analysis; leachate recirculation systems

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APA (6th Edition):

Kulkarni, H. S. (2012). Optimization of Leachate Recirculation Systems in Bioreactor Landfills. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/9134

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

Chicago Manual of Style (16th Edition):

Kulkarni, Hanumanth S. “Optimization of Leachate Recirculation Systems in Bioreactor Landfills.” 2012. Thesis, University of Illinois – Chicago. Accessed April 08, 2020. http://hdl.handle.net/10027/9134.

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

MLA Handbook (7th Edition):

Kulkarni, Hanumanth S. “Optimization of Leachate Recirculation Systems in Bioreactor Landfills.” 2012. Web. 08 Apr 2020.

Vancouver:

Kulkarni HS. Optimization of Leachate Recirculation Systems in Bioreactor Landfills. [Internet] [Thesis]. University of Illinois – Chicago; 2012. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10027/9134.

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

Council of Science Editors:

Kulkarni HS. Optimization of Leachate Recirculation Systems in Bioreactor Landfills. [Thesis]. University of Illinois – Chicago; 2012. Available from: http://hdl.handle.net/10027/9134

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


KTH

6. Holm, Daniélle. Influence of strain rate in CRS tests : A laboratory study of three Swedish clays.

Degree: Soil and Rock Mechanics, 2016, KTH

  The Constant Rate of Strain (CRS) test is currently the most widely used method for determination of consolidation parameters in Sweden. These parameters are… (more)

Subjects/Keywords: Constant rate of strain; Pore pressure ratio; Strain rate; Preconsolidation pressure; Water content

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APA (6th Edition):

Holm, D. (2016). Influence of strain rate in CRS tests : A laboratory study of three Swedish clays. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192212

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

Chicago Manual of Style (16th Edition):

Holm, Daniélle. “Influence of strain rate in CRS tests : A laboratory study of three Swedish clays.” 2016. Thesis, KTH. Accessed April 08, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192212.

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

MLA Handbook (7th Edition):

Holm, Daniélle. “Influence of strain rate in CRS tests : A laboratory study of three Swedish clays.” 2016. Web. 08 Apr 2020.

Vancouver:

Holm D. Influence of strain rate in CRS tests : A laboratory study of three Swedish clays. [Internet] [Thesis]. KTH; 2016. [cited 2020 Apr 08]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192212.

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

Council of Science Editors:

Holm D. Influence of strain rate in CRS tests : A laboratory study of three Swedish clays. [Thesis]. KTH; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192212

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


University of Florida

7. Kadambala, Ravi. Evaluation of a Buried Vertical Well Leachate Recirculation System and Settlement Resulting from Moisture Addition using Vertical Wells for Municipal Solid Waste Landfills.

Degree: PhD, Environmental Engineering Sciences, 2009, University of Florida

 An emerging waste management trend in the United States is to operate a landfill as a bioreactor. Effective moisture addition is the key to operating… (more)

Subjects/Keywords: Bioreactors; Calibration; Flow velocity; Landfills; Piezometers; Porosity; Pressure; Surface temperature; Water pressure; Water temperature; bioreactor, landfill, piezometers, pore, settlement, townsend, vertical

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APA (6th Edition):

Kadambala, R. (2009). Evaluation of a Buried Vertical Well Leachate Recirculation System and Settlement Resulting from Moisture Addition using Vertical Wells for Municipal Solid Waste Landfills. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0024697

Chicago Manual of Style (16th Edition):

Kadambala, Ravi. “Evaluation of a Buried Vertical Well Leachate Recirculation System and Settlement Resulting from Moisture Addition using Vertical Wells for Municipal Solid Waste Landfills.” 2009. Doctoral Dissertation, University of Florida. Accessed April 08, 2020. http://ufdc.ufl.edu/UFE0024697.

MLA Handbook (7th Edition):

Kadambala, Ravi. “Evaluation of a Buried Vertical Well Leachate Recirculation System and Settlement Resulting from Moisture Addition using Vertical Wells for Municipal Solid Waste Landfills.” 2009. Web. 08 Apr 2020.

Vancouver:

Kadambala R. Evaluation of a Buried Vertical Well Leachate Recirculation System and Settlement Resulting from Moisture Addition using Vertical Wells for Municipal Solid Waste Landfills. [Internet] [Doctoral dissertation]. University of Florida; 2009. [cited 2020 Apr 08]. Available from: http://ufdc.ufl.edu/UFE0024697.

Council of Science Editors:

Kadambala R. Evaluation of a Buried Vertical Well Leachate Recirculation System and Settlement Resulting from Moisture Addition using Vertical Wells for Municipal Solid Waste Landfills. [Doctoral Dissertation]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0024697


University of Colorado

8. Svoboda, Jenna S. Impact of Strain Rate on the Shear Strength and Excess Pore Water Pressure Generation of Clays and Sands.

Degree: MS, 2013, University of Colorado

  The purpose of this study was to investigate changes in shear strength and excess pore water pressure of unsaturated clay and dense sand subject(more)

Subjects/Keywords: clay; excess pore water pressure; sand; shear stregnth; unsaturated soil; Civil Engineering

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APA (6th Edition):

Svoboda, J. S. (2013). Impact of Strain Rate on the Shear Strength and Excess Pore Water Pressure Generation of Clays and Sands. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/288

Chicago Manual of Style (16th Edition):

Svoboda, Jenna S. “Impact of Strain Rate on the Shear Strength and Excess Pore Water Pressure Generation of Clays and Sands.” 2013. Masters Thesis, University of Colorado. Accessed April 08, 2020. https://scholar.colorado.edu/cven_gradetds/288.

MLA Handbook (7th Edition):

Svoboda, Jenna S. “Impact of Strain Rate on the Shear Strength and Excess Pore Water Pressure Generation of Clays and Sands.” 2013. Web. 08 Apr 2020.

Vancouver:

Svoboda JS. Impact of Strain Rate on the Shear Strength and Excess Pore Water Pressure Generation of Clays and Sands. [Internet] [Masters thesis]. University of Colorado; 2013. [cited 2020 Apr 08]. Available from: https://scholar.colorado.edu/cven_gradetds/288.

Council of Science Editors:

Svoboda JS. Impact of Strain Rate on the Shear Strength and Excess Pore Water Pressure Generation of Clays and Sands. [Masters Thesis]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/288


Arizona State University

9. Cary, Carlos. Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions.

Degree: PhD, Civil and Environmental Engineering, 2011, Arizona State University

 This study presents the results of one of the first attempts to characterize the pore water pressure response of soils subjected to traffic loading under… (more)

Subjects/Keywords: Civil engineering; Soil sciences; Materials Science; Pavements; Pore-Water Pressure; Resilient Modulus; Subgrade; Unsaturated Soil

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APA (6th Edition):

Cary, C. (2011). Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/14406

Chicago Manual of Style (16th Edition):

Cary, Carlos. “Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions.” 2011. Doctoral Dissertation, Arizona State University. Accessed April 08, 2020. http://repository.asu.edu/items/14406.

MLA Handbook (7th Edition):

Cary, Carlos. “Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions.” 2011. Web. 08 Apr 2020.

Vancouver:

Cary C. Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions. [Internet] [Doctoral dissertation]. Arizona State University; 2011. [cited 2020 Apr 08]. Available from: http://repository.asu.edu/items/14406.

Council of Science Editors:

Cary C. Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions. [Doctoral Dissertation]. Arizona State University; 2011. Available from: http://repository.asu.edu/items/14406


Hong Kong University of Science and Technology

10. Liu, Hongwei CIVL. Effects of root architecture on pore-water pressure distributions and slope stability : analytical and experimental study.

Degree: 2017, Hong Kong University of Science and Technology

 Vegetation reduces pore-water pressure in soil by root water uptake. The reduction of pore-water pressure results in higher shear strength but lower water permeability of… (more)

Subjects/Keywords: Pore water ; Mechanical properties ; Mathematical models ; Fluid dynamics ; Root pressure ; Slopes (Soil mechanics) ; Stability

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APA (6th Edition):

Liu, H. C. (2017). Effects of root architecture on pore-water pressure distributions and slope stability : analytical and experimental study. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-95162 ; https://doi.org/10.14711/thesis-991012551768803412 ; http://repository.ust.hk/ir/bitstream/1783.1-95162/1/th_redirect.html

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

Chicago Manual of Style (16th Edition):

Liu, Hongwei CIVL. “Effects of root architecture on pore-water pressure distributions and slope stability : analytical and experimental study.” 2017. Thesis, Hong Kong University of Science and Technology. Accessed April 08, 2020. http://repository.ust.hk/ir/Record/1783.1-95162 ; https://doi.org/10.14711/thesis-991012551768803412 ; http://repository.ust.hk/ir/bitstream/1783.1-95162/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Liu, Hongwei CIVL. “Effects of root architecture on pore-water pressure distributions and slope stability : analytical and experimental study.” 2017. Web. 08 Apr 2020.

Vancouver:

Liu HC. Effects of root architecture on pore-water pressure distributions and slope stability : analytical and experimental study. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2020 Apr 08]. Available from: http://repository.ust.hk/ir/Record/1783.1-95162 ; https://doi.org/10.14711/thesis-991012551768803412 ; http://repository.ust.hk/ir/bitstream/1783.1-95162/1/th_redirect.html.

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

Council of Science Editors:

Liu HC. Effects of root architecture on pore-water pressure distributions and slope stability : analytical and experimental study. [Thesis]. Hong Kong University of Science and Technology; 2017. Available from: http://repository.ust.hk/ir/Record/1783.1-95162 ; https://doi.org/10.14711/thesis-991012551768803412 ; http://repository.ust.hk/ir/bitstream/1783.1-95162/1/th_redirect.html

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


Indian Institute of Science

11. Samui, Pijush. Stability Numbers For Slopes With Associated And Non-Associated Flow Rule And Shake Table Liquefaction Studies.

Degree: 2004, Indian Institute of Science

 Based upon the upper bound limit analysis, the stability numbers have been developed for a two-layered soil slope both for an associated flow rule material… (more)

Subjects/Keywords: Embankments; Flood Control; Stability Numbers; Slopes (Water); Liquefaction; Soil Slope; Pore Water Pressure; Flow Rule Material; Shake Table; Hydraulic Engineering

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APA (6th Edition):

Samui, P. (2004). Stability Numbers For Slopes With Associated And Non-Associated Flow Rule And Shake Table Liquefaction Studies. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/316

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

Chicago Manual of Style (16th Edition):

Samui, Pijush. “Stability Numbers For Slopes With Associated And Non-Associated Flow Rule And Shake Table Liquefaction Studies.” 2004. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://hdl.handle.net/2005/316.

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

MLA Handbook (7th Edition):

Samui, Pijush. “Stability Numbers For Slopes With Associated And Non-Associated Flow Rule And Shake Table Liquefaction Studies.” 2004. Web. 08 Apr 2020.

Vancouver:

Samui P. Stability Numbers For Slopes With Associated And Non-Associated Flow Rule And Shake Table Liquefaction Studies. [Internet] [Thesis]. Indian Institute of Science; 2004. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2005/316.

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

Council of Science Editors:

Samui P. Stability Numbers For Slopes With Associated And Non-Associated Flow Rule And Shake Table Liquefaction Studies. [Thesis]. Indian Institute of Science; 2004. Available from: http://hdl.handle.net/2005/316

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


Addis Ababa University

12. Abebe, Arega. CONSTRUCTION QUALITY MONITORING OF EMBANKMENT DAMS USING PORE WATER PRESSURE, THE CASE OF KESEM DAM .

Degree: 2014, Addis Ababa University

 Monitoring pore water pressure within earth and rock fill dams has been practiced extensively with safety probably being the first and the most important reason… (more)

Subjects/Keywords: Embankment Dam Construction Monitoring; Kesem Dam; Pore water pressure; SEEP/W; Reservoir water level,; Hydraulic conductivity

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APA (6th Edition):

Abebe, A. (2014). CONSTRUCTION QUALITY MONITORING OF EMBANKMENT DAMS USING PORE WATER PRESSURE, THE CASE OF KESEM DAM . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/6262

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

Chicago Manual of Style (16th Edition):

Abebe, Arega. “CONSTRUCTION QUALITY MONITORING OF EMBANKMENT DAMS USING PORE WATER PRESSURE, THE CASE OF KESEM DAM .” 2014. Thesis, Addis Ababa University. Accessed April 08, 2020. http://etd.aau.edu.et/dspace/handle/123456789/6262.

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

MLA Handbook (7th Edition):

Abebe, Arega. “CONSTRUCTION QUALITY MONITORING OF EMBANKMENT DAMS USING PORE WATER PRESSURE, THE CASE OF KESEM DAM .” 2014. Web. 08 Apr 2020.

Vancouver:

Abebe A. CONSTRUCTION QUALITY MONITORING OF EMBANKMENT DAMS USING PORE WATER PRESSURE, THE CASE OF KESEM DAM . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2020 Apr 08]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6262.

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

Council of Science Editors:

Abebe A. CONSTRUCTION QUALITY MONITORING OF EMBANKMENT DAMS USING PORE WATER PRESSURE, THE CASE OF KESEM DAM . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6262

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


Uppsala University

13. Fritzson, Hanna. Effect of Environmental Factors on Pore Water Pressure in River Bank Sediments, Sollefteå, Sweden.

Degree: Earth Sciences, 2017, Uppsala University

Pore water pressure in a silt slope in Sollefteå, Sweden, was measured from 2009-2016. The results from2009-2012 were presented and evaluated in a publication… (more)

Subjects/Keywords: negative pore water pressures; matrix suction; silt slope; slope stability; pore water pressure variations; negativa porvattentryck; siltslänt; släntstabilitet; porvattentrycksvariationer; Physical Geography; Naturgeografi

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APA (6th Edition):

Fritzson, H. (2017). Effect of Environmental Factors on Pore Water Pressure in River Bank Sediments, Sollefteå, Sweden. (Thesis). Uppsala University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-333788

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

Chicago Manual of Style (16th Edition):

Fritzson, Hanna. “Effect of Environmental Factors on Pore Water Pressure in River Bank Sediments, Sollefteå, Sweden.” 2017. Thesis, Uppsala University. Accessed April 08, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-333788.

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

MLA Handbook (7th Edition):

Fritzson, Hanna. “Effect of Environmental Factors on Pore Water Pressure in River Bank Sediments, Sollefteå, Sweden.” 2017. Web. 08 Apr 2020.

Vancouver:

Fritzson H. Effect of Environmental Factors on Pore Water Pressure in River Bank Sediments, Sollefteå, Sweden. [Internet] [Thesis]. Uppsala University; 2017. [cited 2020 Apr 08]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-333788.

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

Council of Science Editors:

Fritzson H. Effect of Environmental Factors on Pore Water Pressure in River Bank Sediments, Sollefteå, Sweden. [Thesis]. Uppsala University; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-333788

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


University of Technology, Sydney

14. Ho, Huu Liem. Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings.

Degree: 2016, University of Technology, Sydney

 Soil consolidation has been a primary geotechnical interest for decades. Such phenomenon involves the gradual dissipation of excess pore pressures from the soil deposit subjected… (more)

Subjects/Keywords: Unsaturated soils.; Unsaturated consolidation theory.; Consolidation prediction.; Laplace transformation techniques.; Permeability ratio Ka/Kw.; Excess pore-water pressures and settlement.; Excess pore-air pressure.

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APA (6th Edition):

Ho, H. L. (2016). Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/52378

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

Chicago Manual of Style (16th Edition):

Ho, Huu Liem. “Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings.” 2016. Thesis, University of Technology, Sydney. Accessed April 08, 2020. http://hdl.handle.net/10453/52378.

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

MLA Handbook (7th Edition):

Ho, Huu Liem. “Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings.” 2016. Web. 08 Apr 2020.

Vancouver:

Ho HL. Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings. [Internet] [Thesis]. University of Technology, Sydney; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10453/52378.

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

Council of Science Editors:

Ho HL. Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings. [Thesis]. University of Technology, Sydney; 2016. Available from: http://hdl.handle.net/10453/52378

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


Universitat Politècnica de Catalunya

15. Pinyol Puigmartí, Núria Mercè. Landslides in reservoirs: a coupled thermo-hydromechanical approach.

Degree: Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica, 2010, Universitat Politècnica de Catalunya

 Landsliding is an important problem when facing the design, construction and operation of dams and reservoirs. Impoundment of the slope toes as well as the… (more)

Subjects/Keywords: case history; balance equation; reservoir; pore water pressure; shear bond; thermo-hydro-mecanical effects; drawdown; rapid landslides; 55; 624

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APA (6th Edition):

Pinyol Puigmartí, N. M. (2010). Landslides in reservoirs: a coupled thermo-hydromechanical approach. (Thesis). Universitat Politècnica de Catalunya. Retrieved from http://hdl.handle.net/10803/6275

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

Chicago Manual of Style (16th Edition):

Pinyol Puigmartí, Núria Mercè. “Landslides in reservoirs: a coupled thermo-hydromechanical approach.” 2010. Thesis, Universitat Politècnica de Catalunya. Accessed April 08, 2020. http://hdl.handle.net/10803/6275.

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

MLA Handbook (7th Edition):

Pinyol Puigmartí, Núria Mercè. “Landslides in reservoirs: a coupled thermo-hydromechanical approach.” 2010. Web. 08 Apr 2020.

Vancouver:

Pinyol Puigmartí NM. Landslides in reservoirs: a coupled thermo-hydromechanical approach. [Internet] [Thesis]. Universitat Politècnica de Catalunya; 2010. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10803/6275.

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

Council of Science Editors:

Pinyol Puigmartí NM. Landslides in reservoirs: a coupled thermo-hydromechanical approach. [Thesis]. Universitat Politècnica de Catalunya; 2010. Available from: http://hdl.handle.net/10803/6275

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


Université de Sherbrooke

16. Khashila, Marwan. Assessment of liquefaction potential using the combined triaxial simple shear apparatus (TxSS) .

Degree: 2020, Université de Sherbrooke

 Abstract: In recent decades, several total and effective stress constitutive models have been developed in geotechnical engineering practice to perform one-dimensional site response analysis. These… (more)

Subjects/Keywords: Liquefaction; Pore water pressure; Triaxial; Triaxal simple shear (TxSS); Direct simple shear; Cyclic stress-controlled; Cyclic strain-controlled

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APA (6th Edition):

Khashila, M. (2020). Assessment of liquefaction potential using the combined triaxial simple shear apparatus (TxSS) . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/16394

Chicago Manual of Style (16th Edition):

Khashila, Marwan. “Assessment of liquefaction potential using the combined triaxial simple shear apparatus (TxSS) .” 2020. Doctoral Dissertation, Université de Sherbrooke. Accessed April 08, 2020. http://hdl.handle.net/11143/16394.

MLA Handbook (7th Edition):

Khashila, Marwan. “Assessment of liquefaction potential using the combined triaxial simple shear apparatus (TxSS) .” 2020. Web. 08 Apr 2020.

Vancouver:

Khashila M. Assessment of liquefaction potential using the combined triaxial simple shear apparatus (TxSS) . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2020. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11143/16394.

Council of Science Editors:

Khashila M. Assessment of liquefaction potential using the combined triaxial simple shear apparatus (TxSS) . [Doctoral Dissertation]. Université de Sherbrooke; 2020. Available from: http://hdl.handle.net/11143/16394

17. Anochikwa, Collins Ifeanyichukwu. A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading.

Degree: 2010, University of Saskatchewan

 This thesis describes a numerical modelling methodology to interpret dynamic fluctuations in pore-pressures to isolate the effects of loading associated with changes in total soil… (more)

Subjects/Keywords: hydraulic conductivity; consolidation; elastic modulus; water balance; barometric correction of pore-pressure; pore-pressure transients

…b(i) single-step water table change; b(ii) transient pore-pressure… …modelled pore-pressure responses to water table fluctuation alone); and (ii)… …Modelled pore-pressure responses to meteorological (vertical) water balance (using… …Absolute maximum error [L] Skempton’s B-bar (pore-water pressure) coefficient… …elevations.) Incremental pore-pressure contributed by water table fluctuations relative to a… 

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APA (6th Edition):

Anochikwa, C. I. (2010). A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-04122010-220038

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

Chicago Manual of Style (16th Edition):

Anochikwa, Collins Ifeanyichukwu. “A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading.” 2010. Thesis, University of Saskatchewan. Accessed April 08, 2020. http://hdl.handle.net/10388/etd-04122010-220038.

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

MLA Handbook (7th Edition):

Anochikwa, Collins Ifeanyichukwu. “A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading.” 2010. Web. 08 Apr 2020.

Vancouver:

Anochikwa CI. A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading. [Internet] [Thesis]. University of Saskatchewan; 2010. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10388/etd-04122010-220038.

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

Council of Science Editors:

Anochikwa CI. A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading. [Thesis]. University of Saskatchewan; 2010. Available from: http://hdl.handle.net/10388/etd-04122010-220038

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


Penn State University

18. Kermani, Behnoud. Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile.

Degree: 2018, Penn State University

 Particle transport and its subsequent deposition in porous media play a significant role in the performance of civil infrastructure such as pavements. Pavement structure typically… (more)

Subjects/Keywords: Cyclic loading; Faulting; Flexible pavement; Geosynthetics; Geotextiles; MMLS3; Particle transport; Pore water pressure; Pumping; Rigid pavement; Rutting; Subgrade fines migration; Traffic loading

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APA (6th Edition):

Kermani, B. (2018). Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile. (Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/15136bzk5102

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

Chicago Manual of Style (16th Edition):

Kermani, Behnoud. “Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile.” 2018. Thesis, Penn State University. Accessed April 08, 2020. https://etda.libraries.psu.edu/catalog/15136bzk5102.

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

MLA Handbook (7th Edition):

Kermani, Behnoud. “Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile.” 2018. Web. 08 Apr 2020.

Vancouver:

Kermani B. Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile. [Internet] [Thesis]. Penn State University; 2018. [cited 2020 Apr 08]. Available from: https://etda.libraries.psu.edu/catalog/15136bzk5102.

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

Council of Science Editors:

Kermani B. Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile. [Thesis]. Penn State University; 2018. Available from: https://etda.libraries.psu.edu/catalog/15136bzk5102

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


University of Saskatchewan

19. Jogi, Manoj. A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions.

Degree: 2005, University of Saskatchewan

 Geomembranes are one of the most widely used geosynthetics in various civil engineering applications. Their primary function is as a barrier to liquid or vapour… (more)

Subjects/Keywords: surface roughness; interface shear strength; pore-water pressure; unsaturated conditions; geomembrane

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APA (6th Edition):

Jogi, M. (2005). A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-12122005-150824

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

Chicago Manual of Style (16th Edition):

Jogi, Manoj. “A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions.” 2005. Thesis, University of Saskatchewan. Accessed April 08, 2020. http://hdl.handle.net/10388/etd-12122005-150824.

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

MLA Handbook (7th Edition):

Jogi, Manoj. “A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions.” 2005. Web. 08 Apr 2020.

Vancouver:

Jogi M. A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions. [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10388/etd-12122005-150824.

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

Council of Science Editors:

Jogi M. A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions. [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-12122005-150824

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


McMaster University

20. Greenwood, John Robert. Repeated Loading of Normally Consolidated Clay.

Degree: ME, 1970, McMaster University

The effects of repeated loading on a normally consolidated,saturated silty clay, are compared to the effects of sustained loading and standard strength tests on the… (more)

Subjects/Keywords: civil engineering; repeated loading; normally consolidated clay; axial strain; pore water pressure

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APA (6th Edition):

Greenwood, J. R. (1970). Repeated Loading of Normally Consolidated Clay. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/17856

Chicago Manual of Style (16th Edition):

Greenwood, John Robert. “Repeated Loading of Normally Consolidated Clay.” 1970. Masters Thesis, McMaster University. Accessed April 08, 2020. http://hdl.handle.net/11375/17856.

MLA Handbook (7th Edition):

Greenwood, John Robert. “Repeated Loading of Normally Consolidated Clay.” 1970. Web. 08 Apr 2020.

Vancouver:

Greenwood JR. Repeated Loading of Normally Consolidated Clay. [Internet] [Masters thesis]. McMaster University; 1970. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11375/17856.

Council of Science Editors:

Greenwood JR. Repeated Loading of Normally Consolidated Clay. [Masters Thesis]. McMaster University; 1970. Available from: http://hdl.handle.net/11375/17856


Universidade do Rio Grande do Sul

21. Madalozzo, Deborah Marcant Silva. Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda.

Degree: 2016, Universidade do Rio Grande do Sul

O conhecimento de zonas potencialmente instáveis no fundo do mar é de fundamental importância para o desenvolvimento das estruturas marinhas, pois permite posicionar estruturas offshore… (more)

Subjects/Keywords: Bacias sedimentares; Stability of submarine slopes; Limit analysis; Simulação numérica; Elementos finitos; Water waves; Poroelasticity; Modelagem computacional; Pore pressure; Mecanica dos solos; Seepage forces

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APA (6th Edition):

Madalozzo, D. M. S. (2016). Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/150569

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

Chicago Manual of Style (16th Edition):

Madalozzo, Deborah Marcant Silva. “Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed April 08, 2020. http://hdl.handle.net/10183/150569.

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

MLA Handbook (7th Edition):

Madalozzo, Deborah Marcant Silva. “Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda.” 2016. Web. 08 Apr 2020.

Vancouver:

Madalozzo DMS. Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10183/150569.

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

Council of Science Editors:

Madalozzo DMS. Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/150569

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


Virginia Tech

22. Bonita, John Anthony. The Effects of Vibration on the Penetration Resistance and Pore Water Pressure in Sands.

Degree: PhD, Civil Engineering, 2000, Virginia Tech

 The current approach for using cone penetration test data to estimate soil behavior during seismic loading involves the comparison of the seismic stresses imparted into… (more)

Subjects/Keywords: Pore Water Pressure; Soil Dynamics; Liquefaction; Cone Penetration Testing; Vibration

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

APA (6th Edition):

Bonita, J. A. (2000). The Effects of Vibration on the Penetration Resistance and Pore Water Pressure in Sands. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29417

Chicago Manual of Style (16th Edition):

Bonita, John Anthony. “The Effects of Vibration on the Penetration Resistance and Pore Water Pressure in Sands.” 2000. Doctoral Dissertation, Virginia Tech. Accessed April 08, 2020. http://hdl.handle.net/10919/29417.

MLA Handbook (7th Edition):

Bonita, John Anthony. “The Effects of Vibration on the Penetration Resistance and Pore Water Pressure in Sands.” 2000. Web. 08 Apr 2020.

Vancouver:

Bonita JA. The Effects of Vibration on the Penetration Resistance and Pore Water Pressure in Sands. [Internet] [Doctoral dissertation]. Virginia Tech; 2000. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10919/29417.

Council of Science Editors:

Bonita JA. The Effects of Vibration on the Penetration Resistance and Pore Water Pressure in Sands. [Doctoral Dissertation]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/29417

23. Osawa, Hikaru. Seasonal transition of a hydrological regime in a reactivated landslide underlain by weakly consolidated sedimentary rocks in a heavy snow region .

Degree: 2018, Kyoto University

Subjects/Keywords: Field monitoring; Seasonal snowpack; Infiltration capacity; Soil moisture; Pore-water pressure; Hydrological modeling

Page 1 Page 2 Page 3 Page 4

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APA (6th Edition):

Osawa, H. (2018). Seasonal transition of a hydrological regime in a reactivated landslide underlain by weakly consolidated sedimentary rocks in a heavy snow region . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/232255

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

Chicago Manual of Style (16th Edition):

Osawa, Hikaru. “Seasonal transition of a hydrological regime in a reactivated landslide underlain by weakly consolidated sedimentary rocks in a heavy snow region .” 2018. Thesis, Kyoto University. Accessed April 08, 2020. http://hdl.handle.net/2433/232255.

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

MLA Handbook (7th Edition):

Osawa, Hikaru. “Seasonal transition of a hydrological regime in a reactivated landslide underlain by weakly consolidated sedimentary rocks in a heavy snow region .” 2018. Web. 08 Apr 2020.

Vancouver:

Osawa H. Seasonal transition of a hydrological regime in a reactivated landslide underlain by weakly consolidated sedimentary rocks in a heavy snow region . [Internet] [Thesis]. Kyoto University; 2018. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2433/232255.

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

Council of Science Editors:

Osawa H. Seasonal transition of a hydrological regime in a reactivated landslide underlain by weakly consolidated sedimentary rocks in a heavy snow region . [Thesis]. Kyoto University; 2018. Available from: http://hdl.handle.net/2433/232255

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


Loughborough University

24. Orebowale, Patience B. Investigating the stability of geosynthetic landfill capping systems.

Degree: PhD, 2006, Loughborough University

 The use of geosynthetics in landfill construction introduces potential planes of weakness. As a result, there is a requirement to assess the stability along the… (more)

Subjects/Keywords: 628.44564; Geosynthetics; Capping system; Interface shear strength; Large direct shear device; Grid orientation; Slope stability; Pore water pressure

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APA (6th Edition):

Orebowale, P. B. (2006). Investigating the stability of geosynthetic landfill capping systems. (Doctoral Dissertation). Loughborough University. Retrieved from https://dspace.lboro.ac.uk/2134/7786 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.428912

Chicago Manual of Style (16th Edition):

Orebowale, Patience B. “Investigating the stability of geosynthetic landfill capping systems.” 2006. Doctoral Dissertation, Loughborough University. Accessed April 08, 2020. https://dspace.lboro.ac.uk/2134/7786 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.428912.

MLA Handbook (7th Edition):

Orebowale, Patience B. “Investigating the stability of geosynthetic landfill capping systems.” 2006. Web. 08 Apr 2020.

Vancouver:

Orebowale PB. Investigating the stability of geosynthetic landfill capping systems. [Internet] [Doctoral dissertation]. Loughborough University; 2006. [cited 2020 Apr 08]. Available from: https://dspace.lboro.ac.uk/2134/7786 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.428912.

Council of Science Editors:

Orebowale PB. Investigating the stability of geosynthetic landfill capping systems. [Doctoral Dissertation]. Loughborough University; 2006. Available from: https://dspace.lboro.ac.uk/2134/7786 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.428912


NSYSU

25. Sun, Hong-hwa. Simulation of elastic waves propagation and reduced vibration by trench considered soil liquefaction mechanic.

Degree: Master, Marine Environment and Engineering, 2004, NSYSU

 This thesis analyses the governing equation of elastic wave propagation by the finite difference method , and considered absorbing boundary condition and the material damping… (more)

Subjects/Keywords: pore water pressure; wave propagation problem; finite difference method; elastic wave; numerical simulation; Rayleigh wave; reduced vibration by trench; soil liquefaction

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APA (6th Edition):

Sun, H. (2004). Simulation of elastic waves propagation and reduced vibration by trench considered soil liquefaction mechanic. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0209104-173520

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

Chicago Manual of Style (16th Edition):

Sun, Hong-hwa. “Simulation of elastic waves propagation and reduced vibration by trench considered soil liquefaction mechanic.” 2004. Thesis, NSYSU. Accessed April 08, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0209104-173520.

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

MLA Handbook (7th Edition):

Sun, Hong-hwa. “Simulation of elastic waves propagation and reduced vibration by trench considered soil liquefaction mechanic.” 2004. Web. 08 Apr 2020.

Vancouver:

Sun H. Simulation of elastic waves propagation and reduced vibration by trench considered soil liquefaction mechanic. [Internet] [Thesis]. NSYSU; 2004. [cited 2020 Apr 08]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0209104-173520.

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

Council of Science Editors:

Sun H. Simulation of elastic waves propagation and reduced vibration by trench considered soil liquefaction mechanic. [Thesis]. NSYSU; 2004. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0209104-173520

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

26. Mortezaie, Ahmad Reza -. Cyclic threshold strains in clays versus sands and the change of secant shear modulus and pore water pressure at small cyclic strains.

Degree: Civil Engineering, 2012, UCLA

 When fully saturated soils are subjected to cyclic loading in undrained conditions involving moderate and large cyclic shear strain amplitudes, c , their stiffness and… (more)

Subjects/Keywords: Civil engineering; clay; cyclic; pore water pressure; sand; secant shear modulus; threshold strain

Pore Water Pressure in Sands at Small Cyclic Strains… …71 6. Threshold shear strain for cyclic degradation, td, and cyclic pore water pressure… …for cyclic pore water pressure change  ts  threshold shear strain for cyclic stiffening… …tv  threshold shear strain for cyclic compression u  excess pore water pressure u N… …cyclic excess pore water pressure at the end of strain cycle N W  area of cyclic loop N… 

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APA (6th Edition):

Mortezaie, A. R. -. (2012). Cyclic threshold strains in clays versus sands and the change of secant shear modulus and pore water pressure at small cyclic strains. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/9gw5h5xc

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

Chicago Manual of Style (16th Edition):

Mortezaie, Ahmad Reza -. “Cyclic threshold strains in clays versus sands and the change of secant shear modulus and pore water pressure at small cyclic strains.” 2012. Thesis, UCLA. Accessed April 08, 2020. http://www.escholarship.org/uc/item/9gw5h5xc.

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

MLA Handbook (7th Edition):

Mortezaie, Ahmad Reza -. “Cyclic threshold strains in clays versus sands and the change of secant shear modulus and pore water pressure at small cyclic strains.” 2012. Web. 08 Apr 2020.

Vancouver:

Mortezaie AR-. Cyclic threshold strains in clays versus sands and the change of secant shear modulus and pore water pressure at small cyclic strains. [Internet] [Thesis]. UCLA; 2012. [cited 2020 Apr 08]. Available from: http://www.escholarship.org/uc/item/9gw5h5xc.

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

Council of Science Editors:

Mortezaie AR-. Cyclic threshold strains in clays versus sands and the change of secant shear modulus and pore water pressure at small cyclic strains. [Thesis]. UCLA; 2012. Available from: http://www.escholarship.org/uc/item/9gw5h5xc

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


Loughborough University

27. Orebowale, Patience B. Investigating the stability of geosynthetic landfill capping systems.

Degree: PhD, 2006, Loughborough University

 The use of geosynthetics in landfill construction introduces potential planes of weakness. As a result, there is a requirement to assess the stability along the… (more)

Subjects/Keywords: 628.44564; Geosynthetics; Capping system; Interface shear strength; Large direct shear device; Grid orientation; Slope stability; Pore water pressure

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

APA (6th Edition):

Orebowale, P. B. (2006). Investigating the stability of geosynthetic landfill capping systems. (Doctoral Dissertation). Loughborough University. Retrieved from http://hdl.handle.net/2134/7786

Chicago Manual of Style (16th Edition):

Orebowale, Patience B. “Investigating the stability of geosynthetic landfill capping systems.” 2006. Doctoral Dissertation, Loughborough University. Accessed April 08, 2020. http://hdl.handle.net/2134/7786.

MLA Handbook (7th Edition):

Orebowale, Patience B. “Investigating the stability of geosynthetic landfill capping systems.” 2006. Web. 08 Apr 2020.

Vancouver:

Orebowale PB. Investigating the stability of geosynthetic landfill capping systems. [Internet] [Doctoral dissertation]. Loughborough University; 2006. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2134/7786.

Council of Science Editors:

Orebowale PB. Investigating the stability of geosynthetic landfill capping systems. [Doctoral Dissertation]. Loughborough University; 2006. Available from: http://hdl.handle.net/2134/7786


University of Texas – Austin

28. Wang, Yaning, Ph. D. Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils.

Degree: PhD, Civil Engineering, 2018, University of Texas – Austin

 For many decades, hundreds of soil samples recovered from North America and other parts of the world have been tested in the Soil and Rock… (more)

Subjects/Keywords: Shear modulus; Material damping; Constitutive models; Linear; Nonlinear; Soil dynamics; Uncemented soils; Empirical models; Pore-water pressure generation; Soil liquefaction; Regression analyses; Residual analysis; Resonant column; Torsional shear; Geotechnical; Earthquake engineering

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

APA (6th Edition):

Wang, Yaning, P. D. (2018). Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/65834

Chicago Manual of Style (16th Edition):

Wang, Yaning, Ph D. “Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils.” 2018. Doctoral Dissertation, University of Texas – Austin. Accessed April 08, 2020. http://hdl.handle.net/2152/65834.

MLA Handbook (7th Edition):

Wang, Yaning, Ph D. “Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils.” 2018. Web. 08 Apr 2020.

Vancouver:

Wang, Yaning PD. Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2018. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2152/65834.

Council of Science Editors:

Wang, Yaning PD. Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils. [Doctoral Dissertation]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/65834

29. konstantinou, Maria. Πειραματική διερεύνηση της ανισότροπης συμπεριφοράς μη συνεκτικών εδαφών σε στρεπτική διάτμηση.

Degree: 2013, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

In this thesis the effect of anisotropy on undrained sand behaviour is investigated under monotonic and cyclic torsional shear in the hollow cylinder apparatus of… (more)

Subjects/Keywords: Δοκιμές μονοτονικής και ανακυκλικής στρεπτικής διάτμησης; Ανισότροπη στερεοποίηση; Εδαφική ανισοτροπία; Δυστμησία και απόσβεση; Καμπύλες ανακυκλικής αντοχής; Έργο ανά μονάδα όγκου εδαφικού δοκιμιού; Υπολογισμός ανάπτυξης υπερπίεσης πόρων; Monotonic and cyclic torsional shear τεsts; Anisotropic consolidation; Soil anisotropy; Stiffness and damping ratio; Cyclic strength resistance curves; Shear work per unit volume οf soil specimen; Prediction of excess pore water pressure generation

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APA (6th Edition):

konstantinou, M. (2013). Πειραματική διερεύνηση της ανισότροπης συμπεριφοράς μη συνεκτικών εδαφών σε στρεπτική διάτμηση. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/38852

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

Chicago Manual of Style (16th Edition):

konstantinou, Maria. “Πειραματική διερεύνηση της ανισότροπης συμπεριφοράς μη συνεκτικών εδαφών σε στρεπτική διάτμηση.” 2013. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed April 08, 2020. http://hdl.handle.net/10442/hedi/38852.

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

MLA Handbook (7th Edition):

konstantinou, Maria. “Πειραματική διερεύνηση της ανισότροπης συμπεριφοράς μη συνεκτικών εδαφών σε στρεπτική διάτμηση.” 2013. Web. 08 Apr 2020.

Vancouver:

konstantinou M. Πειραματική διερεύνηση της ανισότροπης συμπεριφοράς μη συνεκτικών εδαφών σε στρεπτική διάτμηση. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2013. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10442/hedi/38852.

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

Council of Science Editors:

konstantinou M. Πειραματική διερεύνηση της ανισότροπης συμπεριφοράς μη συνεκτικών εδαφών σε στρεπτική διάτμηση. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2013. Available from: http://hdl.handle.net/10442/hedi/38852

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


ETH Zürich

30. Huder, Jachen. Bestimmung der Scherfestigkeit strukturempfindlicher Böden: unter besonderer Berücksichtigung der Seekreide.

Degree: 1963, ETH Zürich

Subjects/Keywords: SCHERPARAMETER (BODENMECHANIK); LABORVERSUCHE, MODELLVERSUCHE (BODENMECHANIK); PORENWASSERDRUCK + KAPILLARDRUCK + AUFTRIEBDRUCK (BODENMECHANIK); BODENMECHANISCHE BERECHNUNG (BAUINGENIEURWESEN); SHEAR PARAMETERS (SOIL MECHANICS); LABORATORY TESTS, MODEL TESTS (SOIL MECHANICS); PORE WATER PRESSURE + CAPILLARY PRESSURE + UPLIFT PRESSURE (SOIL MECHANICS); ANALYSIS IN SOIL MECHANICS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Huder, J. (1963). Bestimmung der Scherfestigkeit strukturempfindlicher Böden: unter besonderer Berücksichtigung der Seekreide. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135177

Chicago Manual of Style (16th Edition):

Huder, Jachen. “Bestimmung der Scherfestigkeit strukturempfindlicher Böden: unter besonderer Berücksichtigung der Seekreide.” 1963. Doctoral Dissertation, ETH Zürich. Accessed April 08, 2020. http://hdl.handle.net/20.500.11850/135177.

MLA Handbook (7th Edition):

Huder, Jachen. “Bestimmung der Scherfestigkeit strukturempfindlicher Böden: unter besonderer Berücksichtigung der Seekreide.” 1963. Web. 08 Apr 2020.

Vancouver:

Huder J. Bestimmung der Scherfestigkeit strukturempfindlicher Böden: unter besonderer Berücksichtigung der Seekreide. [Internet] [Doctoral dissertation]. ETH Zürich; 1963. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/20.500.11850/135177.

Council of Science Editors:

Huder J. Bestimmung der Scherfestigkeit strukturempfindlicher Böden: unter besonderer Berücksichtigung der Seekreide. [Doctoral Dissertation]. ETH Zürich; 1963. Available from: http://hdl.handle.net/20.500.11850/135177

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