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You searched for subject:(base soil). Showing records 1 – 30 of 38 total matches.

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The Ohio State University

1. Leiva Soto, Andrea S. Effects of Soil Balancing Treatments on Soils, Vegetable Crops and Weeds in Organically Managed Farms.

Degree: MS, Horticulture and Crop Science, 2018, The Ohio State University

 In Ohio, many organic farmers use the term `balancing’ to express the rationale of using a wide variety of soil amendments to improve soil quality… (more)

Subjects/Keywords: Agriculture; Horticulture; Soil Sciences; Soil Balancing; soil health; base saturation; organic farming; gypsum; soil biology; soil weed seed bank; crop quality

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APA (6th Edition):

Leiva Soto, A. S. (2018). Effects of Soil Balancing Treatments on Soils, Vegetable Crops and Weeds in Organically Managed Farms. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu151514193894181

Chicago Manual of Style (16th Edition):

Leiva Soto, Andrea S. “Effects of Soil Balancing Treatments on Soils, Vegetable Crops and Weeds in Organically Managed Farms.” 2018. Masters Thesis, The Ohio State University. Accessed February 16, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu151514193894181.

MLA Handbook (7th Edition):

Leiva Soto, Andrea S. “Effects of Soil Balancing Treatments on Soils, Vegetable Crops and Weeds in Organically Managed Farms.” 2018. Web. 16 Feb 2020.

Vancouver:

Leiva Soto AS. Effects of Soil Balancing Treatments on Soils, Vegetable Crops and Weeds in Organically Managed Farms. [Internet] [Masters thesis]. The Ohio State University; 2018. [cited 2020 Feb 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu151514193894181.

Council of Science Editors:

Leiva Soto AS. Effects of Soil Balancing Treatments on Soils, Vegetable Crops and Weeds in Organically Managed Farms. [Masters Thesis]. The Ohio State University; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu151514193894181


University of Tennessee – Knoxville

2. Jones, Cassi Savage. Inventory, Characterization, and Classification of Minesoils in the Big South Fork National River and Recreation Area.

Degree: MS, Environmental and Soil Sciences, 2011, University of Tennessee – Knoxville

  The aim of Part One was to discover and investigate the physical and chemical properties of coal minesoils occurring within the Big South Fork… (more)

Subjects/Keywords: minesoils; Big South Fork; acid base accounting; soil taxonomy; anthropogenic soils; mine spoil; Soil Science

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APA (6th Edition):

Jones, C. S. (2011). Inventory, Characterization, and Classification of Minesoils in the Big South Fork National River and Recreation Area. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/984

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):

Jones, Cassi Savage. “Inventory, Characterization, and Classification of Minesoils in the Big South Fork National River and Recreation Area.” 2011. Thesis, University of Tennessee – Knoxville. Accessed February 16, 2020. https://trace.tennessee.edu/utk_gradthes/984.

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

MLA Handbook (7th Edition):

Jones, Cassi Savage. “Inventory, Characterization, and Classification of Minesoils in the Big South Fork National River and Recreation Area.” 2011. Web. 16 Feb 2020.

Vancouver:

Jones CS. Inventory, Characterization, and Classification of Minesoils in the Big South Fork National River and Recreation Area. [Internet] [Thesis]. University of Tennessee – Knoxville; 2011. [cited 2020 Feb 16]. Available from: https://trace.tennessee.edu/utk_gradthes/984.

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

Council of Science Editors:

Jones CS. Inventory, Characterization, and Classification of Minesoils in the Big South Fork National River and Recreation Area. [Thesis]. University of Tennessee – Knoxville; 2011. Available from: https://trace.tennessee.edu/utk_gradthes/984

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


Louisiana State University

3. Gu, Jie. Computational modeling of geogrid reinforced soil foundation and geogrid reinforced base in flexible pavement.

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

 The objectives of this study are to investigate and evaluate the benefits of inclusion of geogrids in two types of geosynthetic reinforced soil/aggregate structures—e.g. reinforced… (more)

Subjects/Keywords: geogrid; reinforced soil foundations; reinforced base aggregate; finite element models

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APA (6th Edition):

Gu, J. (2011). Computational modeling of geogrid reinforced soil foundation and geogrid reinforced base in flexible pavement. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-08302011-140650 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1920

Chicago Manual of Style (16th Edition):

Gu, Jie. “Computational modeling of geogrid reinforced soil foundation and geogrid reinforced base in flexible pavement.” 2011. Doctoral Dissertation, Louisiana State University. Accessed February 16, 2020. etd-08302011-140650 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1920.

MLA Handbook (7th Edition):

Gu, Jie. “Computational modeling of geogrid reinforced soil foundation and geogrid reinforced base in flexible pavement.” 2011. Web. 16 Feb 2020.

Vancouver:

Gu J. Computational modeling of geogrid reinforced soil foundation and geogrid reinforced base in flexible pavement. [Internet] [Doctoral dissertation]. Louisiana State University; 2011. [cited 2020 Feb 16]. Available from: etd-08302011-140650 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1920.

Council of Science Editors:

Gu J. Computational modeling of geogrid reinforced soil foundation and geogrid reinforced base in flexible pavement. [Doctoral Dissertation]. Louisiana State University; 2011. Available from: etd-08302011-140650 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1920


University of Tennessee – Knoxville

4. Grell, Mary Ann Elizabeth. Soil Chemistry Characterization of Acid Sensitive Watersheds in the Great Smoky Mountains National Park.

Degree: MS, Environmental Engineering, 2010, University of Tennessee – Knoxville

 Atmospheric acidic deposition has negatively impacted many Appalachian watersheds in the eastern United States and soils play a key role in the biogeochemical processes that… (more)

Subjects/Keywords: soil characterization; southern Appalachian; acidic deposition; base saturation; watershed factors; Engineering

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APA (6th Edition):

Grell, M. A. E. (2010). Soil Chemistry Characterization of Acid Sensitive Watersheds in the Great Smoky Mountains National Park. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/802

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):

Grell, Mary Ann Elizabeth. “Soil Chemistry Characterization of Acid Sensitive Watersheds in the Great Smoky Mountains National Park.” 2010. Thesis, University of Tennessee – Knoxville. Accessed February 16, 2020. https://trace.tennessee.edu/utk_gradthes/802.

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

MLA Handbook (7th Edition):

Grell, Mary Ann Elizabeth. “Soil Chemistry Characterization of Acid Sensitive Watersheds in the Great Smoky Mountains National Park.” 2010. Web. 16 Feb 2020.

Vancouver:

Grell MAE. Soil Chemistry Characterization of Acid Sensitive Watersheds in the Great Smoky Mountains National Park. [Internet] [Thesis]. University of Tennessee – Knoxville; 2010. [cited 2020 Feb 16]. Available from: https://trace.tennessee.edu/utk_gradthes/802.

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

Council of Science Editors:

Grell MAE. Soil Chemistry Characterization of Acid Sensitive Watersheds in the Great Smoky Mountains National Park. [Thesis]. University of Tennessee – Knoxville; 2010. Available from: https://trace.tennessee.edu/utk_gradthes/802

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


Swedish University of Agricultural Sciences

5. Casetou-Gustafson, Sophie-Charlotte. From minerals to trees: Reducing uncertainty in estimating weathering rates for sustainable forest growth.

Degree: 2019, Swedish University of Agricultural Sciences

 Sustainable forest growth is fundamentally dependent on long-term supply of nutrients from mineral dissolution. Over the past century, losses of base cations (Ca, K, Mg,… (more)

Subjects/Keywords: Weathering; Soil minerals; Base cations; Sustainable forest growth

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APA (6th Edition):

Casetou-Gustafson, S. (2019). From minerals to trees: Reducing uncertainty in estimating weathering rates for sustainable forest growth. (Doctoral Dissertation). Swedish University of Agricultural Sciences. Retrieved from https://pub.epsilon.slu.se/16160/

Chicago Manual of Style (16th Edition):

Casetou-Gustafson, Sophie-Charlotte. “From minerals to trees: Reducing uncertainty in estimating weathering rates for sustainable forest growth.” 2019. Doctoral Dissertation, Swedish University of Agricultural Sciences. Accessed February 16, 2020. https://pub.epsilon.slu.se/16160/.

MLA Handbook (7th Edition):

Casetou-Gustafson, Sophie-Charlotte. “From minerals to trees: Reducing uncertainty in estimating weathering rates for sustainable forest growth.” 2019. Web. 16 Feb 2020.

Vancouver:

Casetou-Gustafson S. From minerals to trees: Reducing uncertainty in estimating weathering rates for sustainable forest growth. [Internet] [Doctoral dissertation]. Swedish University of Agricultural Sciences; 2019. [cited 2020 Feb 16]. Available from: https://pub.epsilon.slu.se/16160/.

Council of Science Editors:

Casetou-Gustafson S. From minerals to trees: Reducing uncertainty in estimating weathering rates for sustainable forest growth. [Doctoral Dissertation]. Swedish University of Agricultural Sciences; 2019. Available from: https://pub.epsilon.slu.se/16160/


University of Saskatchewan

6. Bergerman, Martin. Design of free flowing granular drains for groundwater containment applications.

Degree: 2011, University of Saskatchewan

 Many geoenvironmental applications make use of granular drainage layers. Design guidelines for these drains recommend a granular soil that provides for filtration of the adjacent… (more)

Subjects/Keywords: fines deposition; filter permeability; groundwater containment; granular drain; soil drain; granular filter; soil filter; base soil

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APA (6th Edition):

Bergerman, M. (2011). Design of free flowing granular drains for groundwater containment applications. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-01102011-192840

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):

Bergerman, Martin. “Design of free flowing granular drains for groundwater containment applications.” 2011. Thesis, University of Saskatchewan. Accessed February 16, 2020. http://hdl.handle.net/10388/etd-01102011-192840.

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

MLA Handbook (7th Edition):

Bergerman, Martin. “Design of free flowing granular drains for groundwater containment applications.” 2011. Web. 16 Feb 2020.

Vancouver:

Bergerman M. Design of free flowing granular drains for groundwater containment applications. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/10388/etd-01102011-192840.

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

Council of Science Editors:

Bergerman M. Design of free flowing granular drains for groundwater containment applications. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/etd-01102011-192840

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


Addis Ababa University

7. YITAYOU, ESHETE. BLENDING OF CINDER WITH FINE-GRAINED SOIL TO BE USED AS SUB-BASE MATERIALS (The Case of Butajira-Gubre Road) .

Degree: 2012, Addis Ababa University

 ABSTRACT In road construction, the use of locally available materials should be made as much as possible. However, these materials are not always suitable and… (more)

Subjects/Keywords: sub-base, Cinder Gravel,; Blending of sub-base material; Optimum finegrained soil Content; Gradation; Arithmetical proportioning.

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APA (6th Edition):

YITAYOU, E. (2012). BLENDING OF CINDER WITH FINE-GRAINED SOIL TO BE USED AS SUB-BASE MATERIALS (The Case of Butajira-Gubre Road) . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4360

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):

YITAYOU, ESHETE. “BLENDING OF CINDER WITH FINE-GRAINED SOIL TO BE USED AS SUB-BASE MATERIALS (The Case of Butajira-Gubre Road) .” 2012. Thesis, Addis Ababa University. Accessed February 16, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4360.

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

MLA Handbook (7th Edition):

YITAYOU, ESHETE. “BLENDING OF CINDER WITH FINE-GRAINED SOIL TO BE USED AS SUB-BASE MATERIALS (The Case of Butajira-Gubre Road) .” 2012. Web. 16 Feb 2020.

Vancouver:

YITAYOU E. BLENDING OF CINDER WITH FINE-GRAINED SOIL TO BE USED AS SUB-BASE MATERIALS (The Case of Butajira-Gubre Road) . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Feb 16]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4360.

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

Council of Science Editors:

YITAYOU E. BLENDING OF CINDER WITH FINE-GRAINED SOIL TO BE USED AS SUB-BASE MATERIALS (The Case of Butajira-Gubre Road) . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4360

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

8. Chhun, Soksan. Etude de la stabilité des berges de rivière soumises à la marée : Study of riverbank stability subjected to tide variation.

Degree: Docteur es, Génie Civil, 2013, Rennes, INSA

Les berges des grands fleuves soumis à des crues saisonnières et aux effets de la marée sont l’objet de glissements et d’éboulements causant des dégâts… (more)

Subjects/Keywords: Marée; Glissement; Méthode des tranches; Abaques; Water table; Soil erosion; Base flow; 627

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APA (6th Edition):

Chhun, S. (2013). Etude de la stabilité des berges de rivière soumises à la marée : Study of riverbank stability subjected to tide variation. (Doctoral Dissertation). Rennes, INSA. Retrieved from http://www.theses.fr/2013ISAR0032

Chicago Manual of Style (16th Edition):

Chhun, Soksan. “Etude de la stabilité des berges de rivière soumises à la marée : Study of riverbank stability subjected to tide variation.” 2013. Doctoral Dissertation, Rennes, INSA. Accessed February 16, 2020. http://www.theses.fr/2013ISAR0032.

MLA Handbook (7th Edition):

Chhun, Soksan. “Etude de la stabilité des berges de rivière soumises à la marée : Study of riverbank stability subjected to tide variation.” 2013. Web. 16 Feb 2020.

Vancouver:

Chhun S. Etude de la stabilité des berges de rivière soumises à la marée : Study of riverbank stability subjected to tide variation. [Internet] [Doctoral dissertation]. Rennes, INSA; 2013. [cited 2020 Feb 16]. Available from: http://www.theses.fr/2013ISAR0032.

Council of Science Editors:

Chhun S. Etude de la stabilité des berges de rivière soumises à la marée : Study of riverbank stability subjected to tide variation. [Doctoral Dissertation]. Rennes, INSA; 2013. Available from: http://www.theses.fr/2013ISAR0032


University of Ontario Institute of Technology

9. Marjani, Mehrsa. Development of FEA wide-base truck tire and soil interaction models.

Degree: 2016, University of Ontario Institute of Technology

 Tires are considered one of the most important components of ground vehicles as they are the only link between the chassis and ground. They support… (more)

Subjects/Keywords: FEA wide-base tire modeling; SPH soil model; Hybrid SPH/FEA soil model; Tire/terrain interaction

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APA (6th Edition):

Marjani, M. (2016). Development of FEA wide-base truck tire and soil interaction models. (Thesis). University of Ontario Institute of Technology. Retrieved from http://hdl.handle.net/10155/680

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):

Marjani, Mehrsa. “Development of FEA wide-base truck tire and soil interaction models.” 2016. Thesis, University of Ontario Institute of Technology. Accessed February 16, 2020. http://hdl.handle.net/10155/680.

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

MLA Handbook (7th Edition):

Marjani, Mehrsa. “Development of FEA wide-base truck tire and soil interaction models.” 2016. Web. 16 Feb 2020.

Vancouver:

Marjani M. Development of FEA wide-base truck tire and soil interaction models. [Internet] [Thesis]. University of Ontario Institute of Technology; 2016. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/10155/680.

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

Council of Science Editors:

Marjani M. Development of FEA wide-base truck tire and soil interaction models. [Thesis]. University of Ontario Institute of Technology; 2016. Available from: http://hdl.handle.net/10155/680

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


University of Helsinki

10. Törmänen, Tiina. Verification of field-based classification of Podzols and their development in relation to soil formation factors.

Degree: Department of Forest Sciences; Helsingfors universitet, Agrikultur- och forstvetenskapliga fakulteten, Institutionen för skogsvetenskaper, 2016, University of Helsinki

 In Finland, soil classification in forestry has played only a minor role. However several international classification systems exist, one being the World Reference Base for… (more)

Subjects/Keywords: Podzol; Biosoil; soil classification; World Reference Base for Soil Resources (WRB); spodic horizon; soil formation; Skoglig ekologi och resurshushållning; Forest Ecology and Management; Metsien ekologia ja käyttö

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APA (6th Edition):

Törmänen, T. (2016). Verification of field-based classification of Podzols and their development in relation to soil formation factors. (Masters Thesis). University of Helsinki. Retrieved from http://hdl.handle.net/10138/166904

Chicago Manual of Style (16th Edition):

Törmänen, Tiina. “Verification of field-based classification of Podzols and their development in relation to soil formation factors.” 2016. Masters Thesis, University of Helsinki. Accessed February 16, 2020. http://hdl.handle.net/10138/166904.

MLA Handbook (7th Edition):

Törmänen, Tiina. “Verification of field-based classification of Podzols and their development in relation to soil formation factors.” 2016. Web. 16 Feb 2020.

Vancouver:

Törmänen T. Verification of field-based classification of Podzols and their development in relation to soil formation factors. [Internet] [Masters thesis]. University of Helsinki; 2016. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/10138/166904.

Council of Science Editors:

Törmänen T. Verification of field-based classification of Podzols and their development in relation to soil formation factors. [Masters Thesis]. University of Helsinki; 2016. Available from: http://hdl.handle.net/10138/166904


Texas A&M University

11. Sahin, Hakan. Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures.

Degree: 2014, Texas A&M University

 Well-built roads with longer service life and lesser life cycle cost are the key to meet the desired target of satisfying the public without compromising… (more)

Subjects/Keywords: Base course material; flexible base; quality control and quality assurance; nondestructive testing; percent fine content; clay content; soil suction; FWD; GPR; and methylene blue test

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APA (6th Edition):

Sahin, H. (2014). Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153464

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):

Sahin, Hakan. “Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures.” 2014. Thesis, Texas A&M University. Accessed February 16, 2020. http://hdl.handle.net/1969.1/153464.

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

MLA Handbook (7th Edition):

Sahin, Hakan. “Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures.” 2014. Web. 16 Feb 2020.

Vancouver:

Sahin H. Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/1969.1/153464.

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

Council of Science Editors:

Sahin H. Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153464

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


Pontifical Catholic University of Rio de Janeiro

12. GUILHERME BRAVO DE OLIVEIRA ALMEIDA. [en] POST-BLASTING COPPER SLAG INCORPORATION IN A SAND-CLAYEY SOIL FROM SERGIPE FOR PAVEMENTS BASE APPLICATION.

Degree: 2017, Pontifical Catholic University of Rio de Janeiro

[pt] Uma grande quantidade de subprodutos é gerada por indústrias, surgindo a necessidade de encontrar um destino para estes resíduos. A escória de cobre proveniente… (more)

Subjects/Keywords: [pt] ESTABILIZACAO DE SOLOS; [en] SOIL STABILIZATION; [pt] CIMENTO PORTLAND; [pt] ESCORIA DE COBRE POS-JATEADA; [pt] BASE DE PAVIMENTOS; [en] PAVEMENTS BASE

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APA (6th Edition):

ALMEIDA, G. B. D. O. (2017). [en] POST-BLASTING COPPER SLAG INCORPORATION IN A SAND-CLAYEY SOIL FROM SERGIPE FOR PAVEMENTS BASE APPLICATION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=30296

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):

ALMEIDA, GUILHERME BRAVO DE OLIVEIRA. “[en] POST-BLASTING COPPER SLAG INCORPORATION IN A SAND-CLAYEY SOIL FROM SERGIPE FOR PAVEMENTS BASE APPLICATION.” 2017. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed February 16, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=30296.

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

MLA Handbook (7th Edition):

ALMEIDA, GUILHERME BRAVO DE OLIVEIRA. “[en] POST-BLASTING COPPER SLAG INCORPORATION IN A SAND-CLAYEY SOIL FROM SERGIPE FOR PAVEMENTS BASE APPLICATION.” 2017. Web. 16 Feb 2020.

Vancouver:

ALMEIDA GBDO. [en] POST-BLASTING COPPER SLAG INCORPORATION IN A SAND-CLAYEY SOIL FROM SERGIPE FOR PAVEMENTS BASE APPLICATION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. [cited 2020 Feb 16]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=30296.

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

Council of Science Editors:

ALMEIDA GBDO. [en] POST-BLASTING COPPER SLAG INCORPORATION IN A SAND-CLAYEY SOIL FROM SERGIPE FOR PAVEMENTS BASE APPLICATION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=30296

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


Texas A&M University

13. Dai, Wentao. Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges.

Degree: 2005, Texas A&M University

 A continuous formulation to calculate the dynamic stiffness matrix of structural members with distributed masses is presented in detail and verified with some simple examples.… (more)

Subjects/Keywords: Base Isolation; Soil Structure Interaction; Frequency Domain

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APA (6th Edition):

Dai, W. (2005). Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2552

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):

Dai, Wentao. “Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges.” 2005. Thesis, Texas A&M University. Accessed February 16, 2020. http://hdl.handle.net/1969.1/2552.

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

MLA Handbook (7th Edition):

Dai, Wentao. “Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges.” 2005. Web. 16 Feb 2020.

Vancouver:

Dai W. Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/1969.1/2552.

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

Council of Science Editors:

Dai W. Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2552

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

14. Olmos Navarrete, Bertha Alejandra. Nonlinear seismic response of Mexican bridges with base isolation accounting for soil structure interaction effects.

Degree: 2009, Texas A&M University

 A parametric analysis of typical base isolated bridges was conducted. The bridges were located in different soil types and were subjected to three different earthquakes… (more)

Subjects/Keywords: Soil structure interaction; Base isolated bridges

…NONLINEAR SEISMIC RESPONSE OF MEXICAN BRIDGES WITH BASE ISOLATION ACCOUNTING FOR SOIL… …NONLINEAR SEISMIC RESPONSE OF MEXICAN BRIDGES WITH BASE ISOLATION ACCOUNTING FOR SOIL STRUCTURE… …Bridges with Base Isolation Accounting for Soil Structure Interaction Effects. (August 2008… …2 The existing studies on soil structure interaction (SSI) effects on base… …Jose M. Roesset A parametric analysis of typical base isolated bridges was conducted. The… 

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APA (6th Edition):

Olmos Navarrete, B. A. (2009). Nonlinear seismic response of Mexican bridges with base isolation accounting for soil structure interaction effects. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2925

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):

Olmos Navarrete, Bertha Alejandra. “Nonlinear seismic response of Mexican bridges with base isolation accounting for soil structure interaction effects.” 2009. Thesis, Texas A&M University. Accessed February 16, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2925.

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

MLA Handbook (7th Edition):

Olmos Navarrete, Bertha Alejandra. “Nonlinear seismic response of Mexican bridges with base isolation accounting for soil structure interaction effects.” 2009. Web. 16 Feb 2020.

Vancouver:

Olmos Navarrete BA. Nonlinear seismic response of Mexican bridges with base isolation accounting for soil structure interaction effects. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2925.

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

Council of Science Editors:

Olmos Navarrete BA. Nonlinear seismic response of Mexican bridges with base isolation accounting for soil structure interaction effects. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2925

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


University of Akron

15. Rabab'ah, Samer Rateb. INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT.

Degree: PhD, Civil Engineering, 2007, University of Akron

 Providing adequate drainage to a pavement system has been considered as an important design consideration to prevent premature failures due to water related problems such… (more)

Subjects/Keywords: Engineering, Civil; permeable base; resilient modulus; pavement drainage; environmental factors; service life; EICM; moisture variation; MEPDG; unsaturated soil.

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APA (6th Edition):

Rabab'ah, S. R. (2007). INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048

Chicago Manual of Style (16th Edition):

Rabab'ah, Samer Rateb. “INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT.” 2007. Doctoral Dissertation, University of Akron. Accessed February 16, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048.

MLA Handbook (7th Edition):

Rabab'ah, Samer Rateb. “INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT.” 2007. Web. 16 Feb 2020.

Vancouver:

Rabab'ah SR. INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT. [Internet] [Doctoral dissertation]. University of Akron; 2007. [cited 2020 Feb 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048.

Council of Science Editors:

Rabab'ah SR. INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT. [Doctoral Dissertation]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048


Virginia Tech

16. Lusk, Mary Gilchrist. Sulfate Dynamics and Base Cation Release in a High Elevation Appalachian Forest Soil.

Degree: MS, Crop and Soil Environmental Sciences, 1998, Virginia Tech

 Two soils from the Fernow Experimental Forest near Parsons, West Virginia were characterized and evaluated in terms of their susceptibility to enhanced soil acidification via… (more)

Subjects/Keywords: base cations; acid deposition; forest soil; sulfate

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APA (6th Edition):

Lusk, M. G. (1998). Sulfate Dynamics and Base Cation Release in a High Elevation Appalachian Forest Soil. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36692

Chicago Manual of Style (16th Edition):

Lusk, Mary Gilchrist. “Sulfate Dynamics and Base Cation Release in a High Elevation Appalachian Forest Soil.” 1998. Masters Thesis, Virginia Tech. Accessed February 16, 2020. http://hdl.handle.net/10919/36692.

MLA Handbook (7th Edition):

Lusk, Mary Gilchrist. “Sulfate Dynamics and Base Cation Release in a High Elevation Appalachian Forest Soil.” 1998. Web. 16 Feb 2020.

Vancouver:

Lusk MG. Sulfate Dynamics and Base Cation Release in a High Elevation Appalachian Forest Soil. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/10919/36692.

Council of Science Editors:

Lusk MG. Sulfate Dynamics and Base Cation Release in a High Elevation Appalachian Forest Soil. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/36692


Duke University

17. YIN, BOYA. Seismic Response Analysis of a Full-Scale Base-Isolated Structure via Measurements and Modeling .

Degree: 2016, Duke University

  The full-scale base-isolated structure studied in this dissertation is the only base-isolated building in South Island of New Zealand. It sustained hundreds of earthquake… (more)

Subjects/Keywords: Civil engineering; Base shear recovery; Christchurch Women's Hospital; OpenSees; Seismic isolation; Seismic response analysis; Soil structure interaction

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APA (6th Edition):

YIN, B. (2016). Seismic Response Analysis of a Full-Scale Base-Isolated Structure via Measurements and Modeling . (Thesis). Duke University. Retrieved from http://hdl.handle.net/10161/12284

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):

YIN, BOYA. “Seismic Response Analysis of a Full-Scale Base-Isolated Structure via Measurements and Modeling .” 2016. Thesis, Duke University. Accessed February 16, 2020. http://hdl.handle.net/10161/12284.

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

MLA Handbook (7th Edition):

YIN, BOYA. “Seismic Response Analysis of a Full-Scale Base-Isolated Structure via Measurements and Modeling .” 2016. Web. 16 Feb 2020.

Vancouver:

YIN B. Seismic Response Analysis of a Full-Scale Base-Isolated Structure via Measurements and Modeling . [Internet] [Thesis]. Duke University; 2016. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/10161/12284.

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

Council of Science Editors:

YIN B. Seismic Response Analysis of a Full-Scale Base-Isolated Structure via Measurements and Modeling . [Thesis]. Duke University; 2016. Available from: http://hdl.handle.net/10161/12284

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


Brigham Young University

18. Hope, Charles A. Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers.

Degree: MS, 2011, Brigham Young University

 A relatively new method used to reduce the amount of cement-treated base (CTB) shrinkage cracking is microcracking of the CTB shortly after construction. Three portable… (more)

Subjects/Keywords: cement-treated base; cement slurry; Clegg impact soil tester; full-depth reclamation; microcracking; portable falling-weight deflectometer; reclaimed asphalt pavement; soil stiffness gauge; stabilization; Civil and Environmental Engineering

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APA (6th Edition):

Hope, C. A. (2011). Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3964&context=etd

Chicago Manual of Style (16th Edition):

Hope, Charles A. “Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers.” 2011. Masters Thesis, Brigham Young University. Accessed February 16, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3964&context=etd.

MLA Handbook (7th Edition):

Hope, Charles A. “Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers.” 2011. Web. 16 Feb 2020.

Vancouver:

Hope CA. Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2020 Feb 16]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3964&context=etd.

Council of Science Editors:

Hope CA. Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers. [Masters Thesis]. Brigham Young University; 2011. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3964&context=etd


Brigham Young University

19. Dixon, Paul A. Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation.

Degree: MS, 2011, Brigham Young University

 Full-depth reclamation (FDR) in conjunction with cement stabilization is an established practice for rehabilitating deteriorating asphalt roads. Conventionally, FDR uses dry cement powder applied with… (more)

Subjects/Keywords: cement slurry; cement stabilization; cement-stabilized aggregate base; cement-treated aggregate base; cement-treated base (CTB); deep in-situ recycling; full-depth reclamation (FDR); reclaimed asphalt pavement (RAP); recycled asphalt pavement (RAP); soil-cement; Civil and Environmental Engineering

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APA (6th Edition):

Dixon, P. A. (2011). Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3628&context=etd

Chicago Manual of Style (16th Edition):

Dixon, Paul A. “Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation.” 2011. Masters Thesis, Brigham Young University. Accessed February 16, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3628&context=etd.

MLA Handbook (7th Edition):

Dixon, Paul A. “Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation.” 2011. Web. 16 Feb 2020.

Vancouver:

Dixon PA. Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2020 Feb 16]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3628&context=etd.

Council of Science Editors:

Dixon PA. Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation. [Masters Thesis]. Brigham Young University; 2011. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3628&context=etd


Brno University of Technology

20. Kotík, Libor. Návrh založení rodinného domu .

Degree: 2013, Brno University of Technology

 Práce se zabývá návrhem železobetonové základové desky rodinného domu na podkladu ze štěrku z pěnového skla. Řešení obsahuje návrh a posouzení základové desky dle ČSN… (more)

Subjects/Keywords: Základová deska; železobeton; štěrk z pěnového skla REFAGLASS; deformační modul; podloží; zatížení; Scia Engineer; soil-in; výztuž; omezení trhlin; omezení napětí; Foundation plate; reinforced concrete; gravel of foam glass REFAGLASS; modulus of deformation; soil base; load; Scia Engineer; soil-in; reinforcement; crack limitation; tension limitation

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APA (6th Edition):

Kotík, L. (2013). Návrh založení rodinného domu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/28892

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):

Kotík, Libor. “Návrh založení rodinného domu .” 2013. Thesis, Brno University of Technology. Accessed February 16, 2020. http://hdl.handle.net/11012/28892.

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

MLA Handbook (7th Edition):

Kotík, Libor. “Návrh založení rodinného domu .” 2013. Web. 16 Feb 2020.

Vancouver:

Kotík L. Návrh založení rodinného domu . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/11012/28892.

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

Council of Science Editors:

Kotík L. Návrh založení rodinného domu . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/28892

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


Brigham Young University

21. Reese, Garth B. Use of the Clegg Impact Soil Tester to Access Rutting Susceptiblity of Cement-Treated Base Material Under Early Trafficking.

Degree: MS, 2007, Brigham Young University

 In order to avoid the occurrence of early-age damage, cement-treated base (CTB) materials must be allowed to cure for a period of time before the… (more)

Subjects/Keywords: CTB; cement-treated base; early-age; rutting; HWRD; CIV; Clegg Hammer; CIST; Clegg impact soil tester; aggregate road base; road base; Civil and Environmental Engineering

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APA (6th Edition):

Reese, G. B. (2007). Use of the Clegg Impact Soil Tester to Access Rutting Susceptiblity of Cement-Treated Base Material Under Early Trafficking. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1893&context=etd

Chicago Manual of Style (16th Edition):

Reese, Garth B. “Use of the Clegg Impact Soil Tester to Access Rutting Susceptiblity of Cement-Treated Base Material Under Early Trafficking.” 2007. Masters Thesis, Brigham Young University. Accessed February 16, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1893&context=etd.

MLA Handbook (7th Edition):

Reese, Garth B. “Use of the Clegg Impact Soil Tester to Access Rutting Susceptiblity of Cement-Treated Base Material Under Early Trafficking.” 2007. Web. 16 Feb 2020.

Vancouver:

Reese GB. Use of the Clegg Impact Soil Tester to Access Rutting Susceptiblity of Cement-Treated Base Material Under Early Trafficking. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2020 Feb 16]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1893&context=etd.

Council of Science Editors:

Reese GB. Use of the Clegg Impact Soil Tester to Access Rutting Susceptiblity of Cement-Treated Base Material Under Early Trafficking. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1893&context=etd

22. Varaghur, Ranjani. EVALUATION OF THE SOIL LAND INFERENCE MODEL IN BIG ELK CREEK WATERSHED, CHESTER COUNTY, PENNSYLVANIA.

Degree: MS, Soil Science, 2007, Penn State University

 Traditionally, soil maps are generated on an aerial photo by soil scientists as they traverse the terrain. This is a tedious process and the maps… (more)

Subjects/Keywords: field validation; knowledge base; SoLIM; fuzzy inference; soil mapping

…continuity in the growth of the knowledge base of soil-landscape relations is interrupted. In order… …vi Development of soil similarity maps…. . …..33 Hardening process… …of soil similarity maps…. . …..44 Hardening process 45… …67 Tacit locations …69 Soil similarity maps… …published soil survey…. …91 Comparison of field validation with SoLIM generated hardened map…95… 

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APA (6th Edition):

Varaghur, R. (2007). EVALUATION OF THE SOIL LAND INFERENCE MODEL IN BIG ELK CREEK WATERSHED, CHESTER COUNTY, PENNSYLVANIA. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/8548

Chicago Manual of Style (16th Edition):

Varaghur, Ranjani. “EVALUATION OF THE SOIL LAND INFERENCE MODEL IN BIG ELK CREEK WATERSHED, CHESTER COUNTY, PENNSYLVANIA.” 2007. Masters Thesis, Penn State University. Accessed February 16, 2020. https://etda.libraries.psu.edu/catalog/8548.

MLA Handbook (7th Edition):

Varaghur, Ranjani. “EVALUATION OF THE SOIL LAND INFERENCE MODEL IN BIG ELK CREEK WATERSHED, CHESTER COUNTY, PENNSYLVANIA.” 2007. Web. 16 Feb 2020.

Vancouver:

Varaghur R. EVALUATION OF THE SOIL LAND INFERENCE MODEL IN BIG ELK CREEK WATERSHED, CHESTER COUNTY, PENNSYLVANIA. [Internet] [Masters thesis]. Penn State University; 2007. [cited 2020 Feb 16]. Available from: https://etda.libraries.psu.edu/catalog/8548.

Council of Science Editors:

Varaghur R. EVALUATION OF THE SOIL LAND INFERENCE MODEL IN BIG ELK CREEK WATERSHED, CHESTER COUNTY, PENNSYLVANIA. [Masters Thesis]. Penn State University; 2007. Available from: https://etda.libraries.psu.edu/catalog/8548


University of Florida

23. Beriswill, Keith. The Development of an Energy Monitoring System for the Assessment of Variability in Proctor Compaction Results.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2009, University of Florida

 Existing techniques used to calibrate soil compaction equipment do not measure the overall imparted energy into the soil. Instead, various parameters (i.e., drop height, rammer… (more)

Subjects/Keywords: Acceleration; Density; Energy; Kinetic energy; Moisture content; Sensors; Soils; Standard deviation; Statistical discrepancies; Velocity; base, beriswill, calibration, compaction, compliance, energy, geotechnical, kinetic, proctor, soil, t180, t99

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APA (6th Edition):

Beriswill, K. (2009). The Development of an Energy Monitoring System for the Assessment of Variability in Proctor Compaction Results. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0024515

Chicago Manual of Style (16th Edition):

Beriswill, Keith. “The Development of an Energy Monitoring System for the Assessment of Variability in Proctor Compaction Results.” 2009. Masters Thesis, University of Florida. Accessed February 16, 2020. http://ufdc.ufl.edu/UFE0024515.

MLA Handbook (7th Edition):

Beriswill, Keith. “The Development of an Energy Monitoring System for the Assessment of Variability in Proctor Compaction Results.” 2009. Web. 16 Feb 2020.

Vancouver:

Beriswill K. The Development of an Energy Monitoring System for the Assessment of Variability in Proctor Compaction Results. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2020 Feb 16]. Available from: http://ufdc.ufl.edu/UFE0024515.

Council of Science Editors:

Beriswill K. The Development of an Energy Monitoring System for the Assessment of Variability in Proctor Compaction Results. [Masters Thesis]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0024515


University of Cambridge

24. Sanitate, Giuseppe. A performance-based design framework for base-isolated buildings against ground-borne vibration.

Degree: PhD, 2020, University of Cambridge

 \noindent Ground-borne vibration in buildings is a recurrent design concern for new developments in the vicinity of surface or underground railways, a common question being… (more)

Subjects/Keywords: ground-borne vibration; soil-structure interaction; SSI; base isolation; building vibration; added-foundation effect; kinematic interaction; added-building effect; base-isolated building; power-flow analysis; insertion gain; IG; power flow insertion gain; PFIG; power flow

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APA (6th Edition):

Sanitate, G. (2020). A performance-based design framework for base-isolated buildings against ground-borne vibration. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/301909

Chicago Manual of Style (16th Edition):

Sanitate, Giuseppe. “A performance-based design framework for base-isolated buildings against ground-borne vibration.” 2020. Doctoral Dissertation, University of Cambridge. Accessed February 16, 2020. https://www.repository.cam.ac.uk/handle/1810/301909.

MLA Handbook (7th Edition):

Sanitate, Giuseppe. “A performance-based design framework for base-isolated buildings against ground-borne vibration.” 2020. Web. 16 Feb 2020.

Vancouver:

Sanitate G. A performance-based design framework for base-isolated buildings against ground-borne vibration. [Internet] [Doctoral dissertation]. University of Cambridge; 2020. [cited 2020 Feb 16]. Available from: https://www.repository.cam.ac.uk/handle/1810/301909.

Council of Science Editors:

Sanitate G. A performance-based design framework for base-isolated buildings against ground-borne vibration. [Doctoral Dissertation]. University of Cambridge; 2020. Available from: https://www.repository.cam.ac.uk/handle/1810/301909


Brigham Young University

25. Quick, Tyler James. Temporal and Spatial Variability in Base Materials Treated with Asphalt Emulsion.

Degree: MS, 2011, Brigham Young University

 The first objective of this research was to investigate temporal trends in the mechanical properties of base materials stabilized with asphalt emulsion and to assess… (more)

Subjects/Keywords: asphalt emulsion; Clegg impact soil tester; dynamic cone penetrometer; emulsion-treated base; modulus; portable falling-weight deflectometer; reclaimed asphalt pavement; soil stiffness gauge; spatial variability; stabilization; stiffness; strength gain; temporal variability; Civil and Environmental Engineering

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APA (6th Edition):

Quick, T. J. (2011). Temporal and Spatial Variability in Base Materials Treated with Asphalt Emulsion. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3714&context=etd

Chicago Manual of Style (16th Edition):

Quick, Tyler James. “Temporal and Spatial Variability in Base Materials Treated with Asphalt Emulsion.” 2011. Masters Thesis, Brigham Young University. Accessed February 16, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3714&context=etd.

MLA Handbook (7th Edition):

Quick, Tyler James. “Temporal and Spatial Variability in Base Materials Treated with Asphalt Emulsion.” 2011. Web. 16 Feb 2020.

Vancouver:

Quick TJ. Temporal and Spatial Variability in Base Materials Treated with Asphalt Emulsion. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2020 Feb 16]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3714&context=etd.

Council of Science Editors:

Quick TJ. Temporal and Spatial Variability in Base Materials Treated with Asphalt Emulsion. [Masters Thesis]. Brigham Young University; 2011. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3714&context=etd


Brigham Young University

26. Michener, John E. Effects of Environmental Factors on Construction of Soil-Cement Pavement Layers.

Degree: MS, 2008, Brigham Young University

 The specific objectives of this research were to quantify the effects of certain environmental factors on the relative strength loss of soil-cement subjected to compaction… (more)

Subjects/Keywords: soil-cement; compaction delay; environmental effects; extended land beaufort scale; environmental conditioning; correlation; relative strength; relative compaction; cement-treated soil; cement-treated base; Civil and Environmental Engineering

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APA (6th Edition):

Michener, J. E. (2008). Effects of Environmental Factors on Construction of Soil-Cement Pavement Layers. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2569&context=etd

Chicago Manual of Style (16th Edition):

Michener, John E. “Effects of Environmental Factors on Construction of Soil-Cement Pavement Layers.” 2008. Masters Thesis, Brigham Young University. Accessed February 16, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2569&context=etd.

MLA Handbook (7th Edition):

Michener, John E. “Effects of Environmental Factors on Construction of Soil-Cement Pavement Layers.” 2008. Web. 16 Feb 2020.

Vancouver:

Michener JE. Effects of Environmental Factors on Construction of Soil-Cement Pavement Layers. [Internet] [Masters thesis]. Brigham Young University; 2008. [cited 2020 Feb 16]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2569&context=etd.

Council of Science Editors:

Michener JE. Effects of Environmental Factors on Construction of Soil-Cement Pavement Layers. [Masters Thesis]. Brigham Young University; 2008. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2569&context=etd


Brigham Young University

27. Young, Tyler B. Early Age Assessment of Cement Treated Materials.

Degree: MS, 2007, Brigham Young University

 In order to avoid the occurrence of early-age damage, cement-treated base (CTB) materials must be allowed to cure for a period of time before the… (more)

Subjects/Keywords: cement-treated base; soil stiffness gauge; heavy clegg impact soil tester; portable falling-weight deflectometer; dynamic cone penetrometer; falling-weight deflectometer; Civil and Environmental Engineering

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APA (6th Edition):

Young, T. B. (2007). Early Age Assessment of Cement Treated Materials. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1884&context=etd

Chicago Manual of Style (16th Edition):

Young, Tyler B. “Early Age Assessment of Cement Treated Materials.” 2007. Masters Thesis, Brigham Young University. Accessed February 16, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1884&context=etd.

MLA Handbook (7th Edition):

Young, Tyler B. “Early Age Assessment of Cement Treated Materials.” 2007. Web. 16 Feb 2020.

Vancouver:

Young TB. Early Age Assessment of Cement Treated Materials. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2020 Feb 16]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1884&context=etd.

Council of Science Editors:

Young TB. Early Age Assessment of Cement Treated Materials. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1884&context=etd


Brno University of Technology

28. Simkovič, Lukáš. Nestmelené podkladní vrstvy .

Degree: 2015, Brno University of Technology

Bakalářská práce provádí porovnání vhodnosti využití nestmelených podkladních vrstev z materiálu se zrny dvou velikostí. Práce hodnotí vlastnosti směsí a ekonomickou výhodnost.; Bachelor thesis providers collation of two fraction of soil. Work assess mechanical properties and economical value. Advisors/Committee Members: Hýzl, Petr (advisor).

Subjects/Keywords: kamenivo; podkladní vrstva; zemina; frakce; podložní vrstva; plošné stavby; mechanické vlastnosti; plasticita; propustnost; vlhkost; pojivo; příměsi; smykové parametry; aggregate; base; soil; fraction; subgrade; areal structures; mechanical properties; plasticity; permeability; moisture; bond; additives; shear parameters

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APA (6th Edition):

Simkovič, L. (2015). Nestmelené podkladní vrstvy . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42484

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):

Simkovič, Lukáš. “Nestmelené podkladní vrstvy .” 2015. Thesis, Brno University of Technology. Accessed February 16, 2020. http://hdl.handle.net/11012/42484.

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

MLA Handbook (7th Edition):

Simkovič, Lukáš. “Nestmelené podkladní vrstvy .” 2015. Web. 16 Feb 2020.

Vancouver:

Simkovič L. Nestmelené podkladní vrstvy . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/11012/42484.

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

Council of Science Editors:

Simkovič L. Nestmelené podkladní vrstvy . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42484

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


Brno University of Technology

29. Roudný, Tomáš. Železobetonové protipovodňové stěny .

Degree: 2015, Brno University of Technology

 Práce se zabývá návrhem dvou variant železobetonových monolitických protipovodňových stěn. Řešení obsahuje návrh a posouzení stěn dle ČSN EN 1992 na 1. mezní stav únosnosti… (more)

Subjects/Keywords: Železobeton; podzemní stěny; protipovodňová stěna; zatížení; podloží; zemní tlaky; omezení trhlin; GEO5.; Reinforced concrete; diaphragm wall; wall for the line flood protection precautions; load; soil base; earth pressures; crack limitation; GEO5.

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APA (6th Edition):

Roudný, T. (2015). Železobetonové protipovodňové stěny . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42517

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):

Roudný, Tomáš. “Železobetonové protipovodňové stěny .” 2015. Thesis, Brno University of Technology. Accessed February 16, 2020. http://hdl.handle.net/11012/42517.

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

MLA Handbook (7th Edition):

Roudný, Tomáš. “Železobetonové protipovodňové stěny .” 2015. Web. 16 Feb 2020.

Vancouver:

Roudný T. Železobetonové protipovodňové stěny . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2020 Feb 16]. Available from: http://hdl.handle.net/11012/42517.

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

Council of Science Editors:

Roudný T. Železobetonové protipovodňové stěny . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42517

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

30. WANG MINJIANG. EARTHQUAKE EFFECT OF BUILDINGS IN SINGAPORE.

Degree: 2000, National University of Singapore

Subjects/Keywords: Attenuation of seismic waves; digital filter; soil amplification factor; peak ground acceleration; spectral acceleration; seismic base shear; baseline correction

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

APA (6th Edition):

MINJIANG, W. (2000). EARTHQUAKE EFFECT OF BUILDINGS IN SINGAPORE. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/159117

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):

MINJIANG, WANG. “EARTHQUAKE EFFECT OF BUILDINGS IN SINGAPORE.” 2000. Thesis, National University of Singapore. Accessed February 16, 2020. https://scholarbank.nus.edu.sg/handle/10635/159117.

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

MLA Handbook (7th Edition):

MINJIANG, WANG. “EARTHQUAKE EFFECT OF BUILDINGS IN SINGAPORE.” 2000. Web. 16 Feb 2020.

Vancouver:

MINJIANG W. EARTHQUAKE EFFECT OF BUILDINGS IN SINGAPORE. [Internet] [Thesis]. National University of Singapore; 2000. [cited 2020 Feb 16]. Available from: https://scholarbank.nus.edu.sg/handle/10635/159117.

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

Council of Science Editors:

MINJIANG W. EARTHQUAKE EFFECT OF BUILDINGS IN SINGAPORE. [Thesis]. National University of Singapore; 2000. Available from: https://scholarbank.nus.edu.sg/handle/10635/159117

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

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