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You searched for subject:(Soil Stiffness). Showing records 1 – 30 of 43 total matches.

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Texas A&M University

1. Khan, Rehan. Assessing Soil Strength From Geophysical Surveys.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 A study is presented to develop framework for correlating sand strength (friction angle) to geophysical measurements, primarily shear wave and body wave velocities. Triaxial tests… (more)

Subjects/Keywords: sediment strength; soil stiffness

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APA (6th Edition):

Khan, R. (2014). Assessing Soil Strength From Geophysical Surveys. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152591

Chicago Manual of Style (16th Edition):

Khan, Rehan. “Assessing Soil Strength From Geophysical Surveys.” 2014. Masters Thesis, Texas A&M University. Accessed April 11, 2021. http://hdl.handle.net/1969.1/152591.

MLA Handbook (7th Edition):

Khan, Rehan. “Assessing Soil Strength From Geophysical Surveys.” 2014. Web. 11 Apr 2021.

Vancouver:

Khan R. Assessing Soil Strength From Geophysical Surveys. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1969.1/152591.

Council of Science Editors:

Khan R. Assessing Soil Strength From Geophysical Surveys. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152591


Louisiana State University

2. Bukkapatnam Tirumala, Ananth. Experimental Investigation of Unsaturated Soil Stiffness.

Degree: MSCE, Civil and Environmental Engineering, 2008, Louisiana State University

Soil stiffness is a strain dependent non-linear parameter. Stiffness is the measure of soil deformation under a particular working load. It can used for predicting… (more)

Subjects/Keywords: stiffness; unsaturated soil

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APA (6th Edition):

Bukkapatnam Tirumala, A. (2008). Experimental Investigation of Unsaturated Soil Stiffness. (Masters Thesis). Louisiana State University. Retrieved from etd-11142008-112505 ; https://digitalcommons.lsu.edu/gradschool_theses/3551

Chicago Manual of Style (16th Edition):

Bukkapatnam Tirumala, Ananth. “Experimental Investigation of Unsaturated Soil Stiffness.” 2008. Masters Thesis, Louisiana State University. Accessed April 11, 2021. etd-11142008-112505 ; https://digitalcommons.lsu.edu/gradschool_theses/3551.

MLA Handbook (7th Edition):

Bukkapatnam Tirumala, Ananth. “Experimental Investigation of Unsaturated Soil Stiffness.” 2008. Web. 11 Apr 2021.

Vancouver:

Bukkapatnam Tirumala A. Experimental Investigation of Unsaturated Soil Stiffness. [Internet] [Masters thesis]. Louisiana State University; 2008. [cited 2021 Apr 11]. Available from: etd-11142008-112505 ; https://digitalcommons.lsu.edu/gradschool_theses/3551.

Council of Science Editors:

Bukkapatnam Tirumala A. Experimental Investigation of Unsaturated Soil Stiffness. [Masters Thesis]. Louisiana State University; 2008. Available from: etd-11142008-112505 ; https://digitalcommons.lsu.edu/gradschool_theses/3551


University of Kentucky

3. Curd, Jason M. Unsaturated Soil Parameters From Field Stiffness Measurements.

Degree: 2013, University of Kentucky

 The behavior of unsaturated soils depends heavily on material properties and soil conditions. In Geotechnical Engineering, compacted soils are frequently used as fill material, and… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Shear Modulus; Soil Stiffness; Shear Wave Velocity; Geogauge; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Curd, J. M. (2013). Unsaturated Soil Parameters From Field Stiffness Measurements. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/11

Chicago Manual of Style (16th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Masters Thesis, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/11.

MLA Handbook (7th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Web. 11 Apr 2021.

Vancouver:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/11.

Council of Science Editors:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Masters Thesis]. University of Kentucky; 2013. Available from: https://uknowledge.uky.edu/ce_etds/11


Universidade Nova

4. Costa, David José Rodrigues dos Santos. Dynamic stiffness of the piled foundation of a onshore wind turbine.

Degree: 2015, Universidade Nova

 One of today's biggest concerns is the increase of energetic needs, especially in the developed countries. Among various clean energies, wind energy is one of… (more)

Subjects/Keywords: Dynamic Stiffness; Pile-soil-pile interaction; Wind turbines; FAST; PLAXIS 3D

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APA (6th Edition):

Costa, D. J. R. d. S. (2015). Dynamic stiffness of the piled foundation of a onshore wind turbine. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/14037

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):

Costa, David José Rodrigues dos Santos. “Dynamic stiffness of the piled foundation of a onshore wind turbine.” 2015. Thesis, Universidade Nova. Accessed April 11, 2021. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/14037.

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

MLA Handbook (7th Edition):

Costa, David José Rodrigues dos Santos. “Dynamic stiffness of the piled foundation of a onshore wind turbine.” 2015. Web. 11 Apr 2021.

Vancouver:

Costa DJRdS. Dynamic stiffness of the piled foundation of a onshore wind turbine. [Internet] [Thesis]. Universidade Nova; 2015. [cited 2021 Apr 11]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/14037.

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

Council of Science Editors:

Costa DJRdS. Dynamic stiffness of the piled foundation of a onshore wind turbine. [Thesis]. Universidade Nova; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/14037

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


University of Ottawa

5. Han, Zhong. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .

Degree: 2016, University of Ottawa

 Compacted soils are frequently used as subgrade for pavements as well as commercial and residential buildings. The stiffness and shear strength properties of compacted soils,… (more)

Subjects/Keywords: Stiffness; Shear strength; Unsaturated soil; Prediction; Pavement subgrade; Resilient modulus

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APA (6th Edition):

Han, Z. (2016). Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35059

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):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Thesis, University of Ottawa. Accessed April 11, 2021. http://hdl.handle.net/10393/35059.

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

MLA Handbook (7th Edition):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Web. 11 Apr 2021.

Vancouver:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10393/35059.

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

Council of Science Editors:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/35059

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


Ohio University

6. Salimath, Santosh S. Evaluation of soil stiffness.

Degree: MS, Civil Engineering (Engineering), 2002, Ohio University

Subjects/Keywords: Engineering, Civil; Evaluation; Soil Stiffness

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APA (6th Edition):

Salimath, S. S. (2002). Evaluation of soil stiffness. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1174934883

Chicago Manual of Style (16th Edition):

Salimath, Santosh S. “Evaluation of soil stiffness.” 2002. Masters Thesis, Ohio University. Accessed April 11, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1174934883.

MLA Handbook (7th Edition):

Salimath, Santosh S. “Evaluation of soil stiffness.” 2002. Web. 11 Apr 2021.

Vancouver:

Salimath SS. Evaluation of soil stiffness. [Internet] [Masters thesis]. Ohio University; 2002. [cited 2021 Apr 11]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1174934883.

Council of Science Editors:

Salimath SS. Evaluation of soil stiffness. [Masters Thesis]. Ohio University; 2002. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1174934883


University of Kentucky

7. Walton-Macaulay, Corrie. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.

Degree: 2015, University of Kentucky

 The objective of this research study is to determine whether the soil stiffness, from which the small-strain shear modulus is determined, can be used to… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Compacted Clay; Soil-Water Characteristic Curve; Shear Modulus; Soil Stiffness; Shear Strength.; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Walton-Macaulay, C. (2015). PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/28

Chicago Manual of Style (16th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Doctoral Dissertation, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/28.

MLA Handbook (7th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Web. 11 Apr 2021.

Vancouver:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Internet] [Doctoral dissertation]. University of Kentucky; 2015. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/28.

Council of Science Editors:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Doctoral Dissertation]. University of Kentucky; 2015. Available from: https://uknowledge.uky.edu/ce_etds/28


Colorado State University

8. Wiechert, Ethan Patrick. Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures.

Degree: MS(M.S.), Civil and Environmental Engineering, 2011, Colorado State University

 The potential use of off-specification fly ashes to increase the shear strength and stiffness of an expansive soil-rubber (ESR) mixture was investigated systematically in this… (more)

Subjects/Keywords: expansive soil; off-specification fly ash; scrap tire rubber; shear strength; stiffness; triaxial

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APA (6th Edition):

Wiechert, E. P. (2011). Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/47424

Chicago Manual of Style (16th Edition):

Wiechert, Ethan Patrick. “Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures.” 2011. Masters Thesis, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/47424.

MLA Handbook (7th Edition):

Wiechert, Ethan Patrick. “Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures.” 2011. Web. 11 Apr 2021.

Vancouver:

Wiechert EP. Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures. [Internet] [Masters thesis]. Colorado State University; 2011. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/47424.

Council of Science Editors:

Wiechert EP. Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures. [Masters Thesis]. Colorado State University; 2011. Available from: http://hdl.handle.net/10217/47424


Delft University of Technology

9. Zoidi, E. (author). Prediction of settlements for high-rise buildings on deformable subsoil: Development of an improved calculation method (investigation through a real-built case).

Degree: 2015, Delft University of Technology

 Widely deformable subsoil verifies a predominant concern in the design and construction of high-rise buildings. Extensive total and differential settlements are observed that are usually… (more)

Subjects/Keywords: soil-structure interaction; Kedichem layer; high-rise buildings; pile foundation; building stiffness

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APA (6th Edition):

Zoidi, E. (. (2015). Prediction of settlements for high-rise buildings on deformable subsoil: Development of an improved calculation method (investigation through a real-built case). (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:996d9806-3872-43ca-ad20-e64ee928f503

Chicago Manual of Style (16th Edition):

Zoidi, E (author). “Prediction of settlements for high-rise buildings on deformable subsoil: Development of an improved calculation method (investigation through a real-built case).” 2015. Masters Thesis, Delft University of Technology. Accessed April 11, 2021. http://resolver.tudelft.nl/uuid:996d9806-3872-43ca-ad20-e64ee928f503.

MLA Handbook (7th Edition):

Zoidi, E (author). “Prediction of settlements for high-rise buildings on deformable subsoil: Development of an improved calculation method (investigation through a real-built case).” 2015. Web. 11 Apr 2021.

Vancouver:

Zoidi E(. Prediction of settlements for high-rise buildings on deformable subsoil: Development of an improved calculation method (investigation through a real-built case). [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2021 Apr 11]. Available from: http://resolver.tudelft.nl/uuid:996d9806-3872-43ca-ad20-e64ee928f503.

Council of Science Editors:

Zoidi E(. Prediction of settlements for high-rise buildings on deformable subsoil: Development of an improved calculation method (investigation through a real-built case). [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:996d9806-3872-43ca-ad20-e64ee928f503

10. Roodi, Gholam Hossein. Analytical, experimental, and field evaluations of soil-geosynthetic interaction under small displacements.

Degree: PhD, Civil engineering, 2016, University of Texas – Austin

 The increasing use of geosynthetics in stabilization of pavement systems under traffic loads and environmental changes requires proper understanding of the mechanisms that govern the… (more)

Subjects/Keywords: Geosynthetic; Soil; Interaction; Pavement; Stiffness; Reinforcement; Expansive soils; Field evaluation; Analytical evaluation; Experimental evaluation

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APA (6th Edition):

Roodi, G. H. (2016). Analytical, experimental, and field evaluations of soil-geosynthetic interaction under small displacements. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/41761

Chicago Manual of Style (16th Edition):

Roodi, Gholam Hossein. “Analytical, experimental, and field evaluations of soil-geosynthetic interaction under small displacements.” 2016. Doctoral Dissertation, University of Texas – Austin. Accessed April 11, 2021. http://hdl.handle.net/2152/41761.

MLA Handbook (7th Edition):

Roodi, Gholam Hossein. “Analytical, experimental, and field evaluations of soil-geosynthetic interaction under small displacements.” 2016. Web. 11 Apr 2021.

Vancouver:

Roodi GH. Analytical, experimental, and field evaluations of soil-geosynthetic interaction under small displacements. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2152/41761.

Council of Science Editors:

Roodi GH. Analytical, experimental, and field evaluations of soil-geosynthetic interaction under small displacements. [Doctoral Dissertation]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/41761

11. Villalba, Nestor Masamune Kanazawa. Durabilidade, rigidez e análise do ciclo de vida de um solo dispersivo estabilizado com cal.

Degree: 2015, Brazil

A capacidade de manter a estabilidade e integridade durante o tempo de exposição às forças destrutivas do intemperismo é um dos aspectos mais importantes da… (more)

Subjects/Keywords: Estabilização do solo; Cal; Avaliação do ciclo de vida; Resistência à compressão; Soil stabilization; Soil-lime durability; Stiffness; ACV

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APA (6th Edition):

Villalba, N. M. K. (2015). Durabilidade, rigidez e análise do ciclo de vida de um solo dispersivo estabilizado com cal. (Masters Thesis). Brazil. Retrieved from http://hdl.handle.net/10183/131024

Chicago Manual of Style (16th Edition):

Villalba, Nestor Masamune Kanazawa. “Durabilidade, rigidez e análise do ciclo de vida de um solo dispersivo estabilizado com cal.” 2015. Masters Thesis, Brazil. Accessed April 11, 2021. http://hdl.handle.net/10183/131024.

MLA Handbook (7th Edition):

Villalba, Nestor Masamune Kanazawa. “Durabilidade, rigidez e análise do ciclo de vida de um solo dispersivo estabilizado com cal.” 2015. Web. 11 Apr 2021.

Vancouver:

Villalba NMK. Durabilidade, rigidez e análise do ciclo de vida de um solo dispersivo estabilizado com cal. [Internet] [Masters thesis]. Brazil; 2015. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10183/131024.

Council of Science Editors:

Villalba NMK. Durabilidade, rigidez e análise do ciclo de vida de um solo dispersivo estabilizado com cal. [Masters Thesis]. Brazil; 2015. Available from: http://hdl.handle.net/10183/131024

12. Velazquez, Luis Enrique Gonzalez. A influência da umidade de compactação na durabilidade, rigidez e resistência de um solo fino artificialmente cimentado.

Degree: 2016, Brazil

A engenharia geotécnica frequentemente tem limitações de caráter econômico e ambiental. É por isso que a técnica de melhoramento das propriedades do solo pode se… (more)

Subjects/Keywords: Compactação do solo; Solo cimentado; Resistência à compressão; Estabilização do solo; Soil stabilization; Soil-cement; Durability; Stiffness

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APA (6th Edition):

Velazquez, L. E. G. (2016). A influência da umidade de compactação na durabilidade, rigidez e resistência de um solo fino artificialmente cimentado. (Masters Thesis). Brazil. Retrieved from http://hdl.handle.net/10183/143708

Chicago Manual of Style (16th Edition):

Velazquez, Luis Enrique Gonzalez. “A influência da umidade de compactação na durabilidade, rigidez e resistência de um solo fino artificialmente cimentado.” 2016. Masters Thesis, Brazil. Accessed April 11, 2021. http://hdl.handle.net/10183/143708.

MLA Handbook (7th Edition):

Velazquez, Luis Enrique Gonzalez. “A influência da umidade de compactação na durabilidade, rigidez e resistência de um solo fino artificialmente cimentado.” 2016. Web. 11 Apr 2021.

Vancouver:

Velazquez LEG. A influência da umidade de compactação na durabilidade, rigidez e resistência de um solo fino artificialmente cimentado. [Internet] [Masters thesis]. Brazil; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10183/143708.

Council of Science Editors:

Velazquez LEG. A influência da umidade de compactação na durabilidade, rigidez e resistência de um solo fino artificialmente cimentado. [Masters Thesis]. Brazil; 2016. Available from: http://hdl.handle.net/10183/143708


University of Western Ontario

13. Mihaylov, Dimitar Genchev. Seismic Microzonation of Great Toronto Area and Influence of Building Resonances on Measured Soil Responses.

Degree: 2011, University of Western Ontario

 A pilot seismic microzonation of the Greater Toronto Area (GTA) is used to establish the conditions and limitations of geophysical methods for site response investigations… (more)

Subjects/Keywords: Earthquake; Ambient vibration; Seismic microzonation; Soil resonance; Soil-bedrock boundary; Stiffness degradation; Civil Engineering; Geophysics and Seismology; Geotechnical Engineering; Soil Science; Structural Engineering

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APA (6th Edition):

Mihaylov, D. G. (2011). Seismic Microzonation of Great Toronto Area and Influence of Building Resonances on Measured Soil Responses. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/306

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):

Mihaylov, Dimitar Genchev. “Seismic Microzonation of Great Toronto Area and Influence of Building Resonances on Measured Soil Responses.” 2011. Thesis, University of Western Ontario. Accessed April 11, 2021. https://ir.lib.uwo.ca/etd/306.

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

MLA Handbook (7th Edition):

Mihaylov, Dimitar Genchev. “Seismic Microzonation of Great Toronto Area and Influence of Building Resonances on Measured Soil Responses.” 2011. Web. 11 Apr 2021.

Vancouver:

Mihaylov DG. Seismic Microzonation of Great Toronto Area and Influence of Building Resonances on Measured Soil Responses. [Internet] [Thesis]. University of Western Ontario; 2011. [cited 2021 Apr 11]. Available from: https://ir.lib.uwo.ca/etd/306.

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

Council of Science Editors:

Mihaylov DG. Seismic Microzonation of Great Toronto Area and Influence of Building Resonances on Measured Soil Responses. [Thesis]. University of Western Ontario; 2011. Available from: https://ir.lib.uwo.ca/etd/306

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


University of Wollongong

14. Ribeiro Heitor, Ana Paula. Assessment of post-compaction characteristics of an unsaturated silty sand.

Degree: PhD, 2013, University of Wollongong

  Conventional field compaction control methods including nuclear gauge, sand cone and rubber balloon, are effective at the time of placement. However, their measurements are… (more)

Subjects/Keywords: unsaturated compacted soil; shear wave velocity and small strain shear stiffness; constant water content direct shear tests

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APA (6th Edition):

Ribeiro Heitor, A. P. (2013). Assessment of post-compaction characteristics of an unsaturated silty sand. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732

Chicago Manual of Style (16th Edition):

Ribeiro Heitor, Ana Paula. “Assessment of post-compaction characteristics of an unsaturated silty sand.” 2013. Doctoral Dissertation, University of Wollongong. Accessed April 11, 2021. 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732.

MLA Handbook (7th Edition):

Ribeiro Heitor, Ana Paula. “Assessment of post-compaction characteristics of an unsaturated silty sand.” 2013. Web. 11 Apr 2021.

Vancouver:

Ribeiro Heitor AP. Assessment of post-compaction characteristics of an unsaturated silty sand. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2021 Apr 11]. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732.

Council of Science Editors:

Ribeiro Heitor AP. Assessment of post-compaction characteristics of an unsaturated silty sand. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732


University of Western Ontario

15. He, Pengpeng. Ultimate and serviceability limit states of large shallow foundations under combined loading.

Degree: 2020, University of Western Ontario

 Estimation of the bearing capacity and deformations of large shallow foundations under combined loadings can be of great significance. Some geotechnical design guidelines recommend the… (more)

Subjects/Keywords: Circular foundations; finite element analysis; failure envelope; zero-tension interface; foundation stiffness; cross-anisotropic soil; Geotechnical Engineering

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APA (6th Edition):

He, P. (2020). Ultimate and serviceability limit states of large shallow foundations under combined loading. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/7334

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):

He, Pengpeng. “Ultimate and serviceability limit states of large shallow foundations under combined loading.” 2020. Thesis, University of Western Ontario. Accessed April 11, 2021. https://ir.lib.uwo.ca/etd/7334.

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

MLA Handbook (7th Edition):

He, Pengpeng. “Ultimate and serviceability limit states of large shallow foundations under combined loading.” 2020. Web. 11 Apr 2021.

Vancouver:

He P. Ultimate and serviceability limit states of large shallow foundations under combined loading. [Internet] [Thesis]. University of Western Ontario; 2020. [cited 2021 Apr 11]. Available from: https://ir.lib.uwo.ca/etd/7334.

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

Council of Science Editors:

He P. Ultimate and serviceability limit states of large shallow foundations under combined loading. [Thesis]. University of Western Ontario; 2020. Available from: https://ir.lib.uwo.ca/etd/7334

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


Brigham Young University

16. 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 April 11, 2021. 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. 11 Apr 2021.

Vancouver:

Hope CA. Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2021 Apr 11]. 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

17. 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 April 11, 2021. 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. 11 Apr 2021.

Vancouver:

Quick TJ. Temporal and Spatial Variability in Base Materials Treated with Asphalt Emulsion. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2021 Apr 11]. 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


Delft University of Technology

18. Kampshof, G. (author). Tube-Cell combiwall.

Degree: 2014, Delft University of Technology

Quay walls are costly structures. The still growing sea transport market asks for more, bigger and more cost efficient quay walls. In this research, a… (more)

Subjects/Keywords: quay wall; passive earth pressure; laterally loaded pile; pile row; wedge failure; ultimate lateral soil resistance; lateral soil stiffness; influence of vertical load on lateral soil resistance; local buckling; strain based design verification

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APA (6th Edition):

Kampshof, G. (. (2014). Tube-Cell combiwall. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:21a0eb07-95b5-4722-af9c-2c398ef41f38

Chicago Manual of Style (16th Edition):

Kampshof, G (author). “Tube-Cell combiwall.” 2014. Masters Thesis, Delft University of Technology. Accessed April 11, 2021. http://resolver.tudelft.nl/uuid:21a0eb07-95b5-4722-af9c-2c398ef41f38.

MLA Handbook (7th Edition):

Kampshof, G (author). “Tube-Cell combiwall.” 2014. Web. 11 Apr 2021.

Vancouver:

Kampshof G(. Tube-Cell combiwall. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2021 Apr 11]. Available from: http://resolver.tudelft.nl/uuid:21a0eb07-95b5-4722-af9c-2c398ef41f38.

Council of Science Editors:

Kampshof G(. Tube-Cell combiwall. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:21a0eb07-95b5-4722-af9c-2c398ef41f38


Delft University of Technology

19. Sonneveld, Michelle (author). Sensitivities and prerequisites of the application of the Energy Flux Analysis to high-rise structures excited by wind using in situ measurements: Case: New Orleans tower, Rotterdam.

Degree: 2020, Delft University of Technology

 As buildings get taller and lighter, structural engineers are increasingly faced with the consequences of the dynamic response of high-rise buildings to wind. Damping is… (more)

Subjects/Keywords: damping; high-rise; wind; Energy Flux Analysis; mode coupling; Half-power Bandwidth; Random Decrement; spatial incompleteness; measurement accuracy; measurement uncertainty; pressure tap; foundation stiffness; soil-structure interaction; phase difference

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APA (6th Edition):

Sonneveld, M. (. (2020). Sensitivities and prerequisites of the application of the Energy Flux Analysis to high-rise structures excited by wind using in situ measurements: Case: New Orleans tower, Rotterdam. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3f7d51a9-b65b-472f-b716-e4320b448ccf

Chicago Manual of Style (16th Edition):

Sonneveld, Michelle (author). “Sensitivities and prerequisites of the application of the Energy Flux Analysis to high-rise structures excited by wind using in situ measurements: Case: New Orleans tower, Rotterdam.” 2020. Masters Thesis, Delft University of Technology. Accessed April 11, 2021. http://resolver.tudelft.nl/uuid:3f7d51a9-b65b-472f-b716-e4320b448ccf.

MLA Handbook (7th Edition):

Sonneveld, Michelle (author). “Sensitivities and prerequisites of the application of the Energy Flux Analysis to high-rise structures excited by wind using in situ measurements: Case: New Orleans tower, Rotterdam.” 2020. Web. 11 Apr 2021.

Vancouver:

Sonneveld M(. Sensitivities and prerequisites of the application of the Energy Flux Analysis to high-rise structures excited by wind using in situ measurements: Case: New Orleans tower, Rotterdam. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Apr 11]. Available from: http://resolver.tudelft.nl/uuid:3f7d51a9-b65b-472f-b716-e4320b448ccf.

Council of Science Editors:

Sonneveld M(. Sensitivities and prerequisites of the application of the Energy Flux Analysis to high-rise structures excited by wind using in situ measurements: Case: New Orleans tower, Rotterdam. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:3f7d51a9-b65b-472f-b716-e4320b448ccf


Linnaeus University

20. Henriksson, Felix. Bucket-soil interaction for wheel loaders : An application of the Discrete Element Method.

Degree: Mechanical Engineering, 2016, Linnaeus University

  Wheel loaders are fundamental construction equipment to assist handling of bulk material e.g. gravel and stones. During digging operations, it withstands forces that are… (more)

Subjects/Keywords: Discrete element method; multibody system; wheel loader; soil-tool interaction; co-simulation interval; gravel pile; collision detection interval; normal stiffness; Engineering and Technology; Teknik och teknologier

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APA (6th Edition):

Henriksson, F. (2016). Bucket-soil interaction for wheel loaders : An application of the Discrete Element Method. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-53357

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):

Henriksson, Felix. “Bucket-soil interaction for wheel loaders : An application of the Discrete Element Method.” 2016. Thesis, Linnaeus University. Accessed April 11, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-53357.

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

MLA Handbook (7th Edition):

Henriksson, Felix. “Bucket-soil interaction for wheel loaders : An application of the Discrete Element Method.” 2016. Web. 11 Apr 2021.

Vancouver:

Henriksson F. Bucket-soil interaction for wheel loaders : An application of the Discrete Element Method. [Internet] [Thesis]. Linnaeus University; 2016. [cited 2021 Apr 11]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-53357.

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

Council of Science Editors:

Henriksson F. Bucket-soil interaction for wheel loaders : An application of the Discrete Element Method. [Thesis]. Linnaeus University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-53357

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

21. CHONG POH TING. Characterisation of Singapore lower marine clay.

Degree: 2004, National University of Singapore

Subjects/Keywords: soil characterisation; laboratory tests; sample disturbance; compressibility; shear strength; small strain stiffness.

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APA (6th Edition):

TING, C. P. (2004). Characterisation of Singapore lower marine clay. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/13784

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):

TING, CHONG POH. “Characterisation of Singapore lower marine clay.” 2004. Thesis, National University of Singapore. Accessed April 11, 2021. http://scholarbank.nus.edu.sg/handle/10635/13784.

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

MLA Handbook (7th Edition):

TING, CHONG POH. “Characterisation of Singapore lower marine clay.” 2004. Web. 11 Apr 2021.

Vancouver:

TING CP. Characterisation of Singapore lower marine clay. [Internet] [Thesis]. National University of Singapore; 2004. [cited 2021 Apr 11]. Available from: http://scholarbank.nus.edu.sg/handle/10635/13784.

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

Council of Science Editors:

TING CP. Characterisation of Singapore lower marine clay. [Thesis]. National University of Singapore; 2004. Available from: http://scholarbank.nus.edu.sg/handle/10635/13784

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

22. TAN HONG WEI, ANDY. Reinforced soil (RS) walls for Mitigation of close range blast loading.

Degree: 2009, National University of Singapore

Subjects/Keywords: close-range blasts; geosynthetics; reinforced soil wall; localized behaviour; blast mitigation; wall stiffness

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APA (6th Edition):

TAN HONG WEI, A. (2009). Reinforced soil (RS) walls for Mitigation of close range blast loading. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/17242

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):

TAN HONG WEI, ANDY. “Reinforced soil (RS) walls for Mitigation of close range blast loading.” 2009. Thesis, National University of Singapore. Accessed April 11, 2021. http://scholarbank.nus.edu.sg/handle/10635/17242.

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

MLA Handbook (7th Edition):

TAN HONG WEI, ANDY. “Reinforced soil (RS) walls for Mitigation of close range blast loading.” 2009. Web. 11 Apr 2021.

Vancouver:

TAN HONG WEI A. Reinforced soil (RS) walls for Mitigation of close range blast loading. [Internet] [Thesis]. National University of Singapore; 2009. [cited 2021 Apr 11]. Available from: http://scholarbank.nus.edu.sg/handle/10635/17242.

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

Council of Science Editors:

TAN HONG WEI A. Reinforced soil (RS) walls for Mitigation of close range blast loading. [Thesis]. National University of Singapore; 2009. Available from: http://scholarbank.nus.edu.sg/handle/10635/17242

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


Georgia Tech

23. Roshankhah, Shahrzad. Physical properties of geomaterials with relevance to thermal energy geo-systems.

Degree: PhD, Civil and Environmental Engineering, 2015, Georgia Tech

 Energy related geo-systems involve a wide range of engineering solutions from energy piles to energy geo-storage facilities and waste repositories (CO₂, nuclear). The analysis and… (more)

Subjects/Keywords: Physical properties; Thermal energy; Geo-systems; Temperature; Stress; Thermal conductivity; Stiffness; Oil sands; Hydraulic fracturing; Pre-structured media; Engineered soil; Granular materials

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APA (6th Edition):

Roshankhah, S. (2015). Physical properties of geomaterials with relevance to thermal energy geo-systems. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/54893

Chicago Manual of Style (16th Edition):

Roshankhah, Shahrzad. “Physical properties of geomaterials with relevance to thermal energy geo-systems.” 2015. Doctoral Dissertation, Georgia Tech. Accessed April 11, 2021. http://hdl.handle.net/1853/54893.

MLA Handbook (7th Edition):

Roshankhah, Shahrzad. “Physical properties of geomaterials with relevance to thermal energy geo-systems.” 2015. Web. 11 Apr 2021.

Vancouver:

Roshankhah S. Physical properties of geomaterials with relevance to thermal energy geo-systems. [Internet] [Doctoral dissertation]. Georgia Tech; 2015. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1853/54893.

Council of Science Editors:

Roshankhah S. Physical properties of geomaterials with relevance to thermal energy geo-systems. [Doctoral Dissertation]. Georgia Tech; 2015. Available from: http://hdl.handle.net/1853/54893


Delft University of Technology

24. Hasper, Youri (author). Response of an Offshore Wind Turbine supported by a Non-Local Winkler Foundation: An Efficient 1D Time-Domain Model accounting for the 3D Frequency-Dependent Dynamic Soil Stiffness.

Degree: 2019, Delft University of Technology

 With increasing evidence of human-induced accelerated climate change, the need of sustainable, non-polluting, energy sources becomes evident. Offshore wind generated electricity is currently one of… (more)

Subjects/Keywords: SSI; Dynamic soil stiffness; Non-local Winkler foundation; frequency dependence; monopile; Offshore wind turbine; Numerical Analysis; 1D Model; 3D linear-elastic finite elements model

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APA (6th Edition):

Hasper, Y. (. (2019). Response of an Offshore Wind Turbine supported by a Non-Local Winkler Foundation: An Efficient 1D Time-Domain Model accounting for the 3D Frequency-Dependent Dynamic Soil Stiffness. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6289860f-4925-4fab-9c51-c953db1763bf

Chicago Manual of Style (16th Edition):

Hasper, Youri (author). “Response of an Offshore Wind Turbine supported by a Non-Local Winkler Foundation: An Efficient 1D Time-Domain Model accounting for the 3D Frequency-Dependent Dynamic Soil Stiffness.” 2019. Masters Thesis, Delft University of Technology. Accessed April 11, 2021. http://resolver.tudelft.nl/uuid:6289860f-4925-4fab-9c51-c953db1763bf.

MLA Handbook (7th Edition):

Hasper, Youri (author). “Response of an Offshore Wind Turbine supported by a Non-Local Winkler Foundation: An Efficient 1D Time-Domain Model accounting for the 3D Frequency-Dependent Dynamic Soil Stiffness.” 2019. Web. 11 Apr 2021.

Vancouver:

Hasper Y(. Response of an Offshore Wind Turbine supported by a Non-Local Winkler Foundation: An Efficient 1D Time-Domain Model accounting for the 3D Frequency-Dependent Dynamic Soil Stiffness. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Apr 11]. Available from: http://resolver.tudelft.nl/uuid:6289860f-4925-4fab-9c51-c953db1763bf.

Council of Science Editors:

Hasper Y(. Response of an Offshore Wind Turbine supported by a Non-Local Winkler Foundation: An Efficient 1D Time-Domain Model accounting for the 3D Frequency-Dependent Dynamic Soil Stiffness. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:6289860f-4925-4fab-9c51-c953db1763bf

25. Dong, Jucai. Étude de l’effet de la taille d’agrégats sur la raideur des sols fins traités à la chaux et/ou au ciment : des conditions de laboratoire aux conditions in situ : Investigation of aggregates size effect on the stiffness of lime and/or cement treated soils : from laboratory to field conditions.

Degree: Docteur es, Géotechnique, 2013, Université Paris-Est

Le traitement des sols est une technique connue qui a largement été utilisée dans les constructions ferroviaires et routières. Il améliore la maniabilité des sols… (more)

Subjects/Keywords: Traitement des sols; Taille maximale des agrégats; Raideur (Gmax); Sols fins; Chaux et / ou ciment; Laboratoire / in situ; Soil treatment; Maximum soil aggregate size; Stiffness (Gmax); Fine-grained soils; Lime and / or cement; Laboratory / in situ

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APA (6th Edition):

Dong, J. (2013). Étude de l’effet de la taille d’agrégats sur la raideur des sols fins traités à la chaux et/ou au ciment : des conditions de laboratoire aux conditions in situ : Investigation of aggregates size effect on the stiffness of lime and/or cement treated soils : from laboratory to field conditions. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2013PEST1063

Chicago Manual of Style (16th Edition):

Dong, Jucai. “Étude de l’effet de la taille d’agrégats sur la raideur des sols fins traités à la chaux et/ou au ciment : des conditions de laboratoire aux conditions in situ : Investigation of aggregates size effect on the stiffness of lime and/or cement treated soils : from laboratory to field conditions.” 2013. Doctoral Dissertation, Université Paris-Est. Accessed April 11, 2021. http://www.theses.fr/2013PEST1063.

MLA Handbook (7th Edition):

Dong, Jucai. “Étude de l’effet de la taille d’agrégats sur la raideur des sols fins traités à la chaux et/ou au ciment : des conditions de laboratoire aux conditions in situ : Investigation of aggregates size effect on the stiffness of lime and/or cement treated soils : from laboratory to field conditions.” 2013. Web. 11 Apr 2021.

Vancouver:

Dong J. Étude de l’effet de la taille d’agrégats sur la raideur des sols fins traités à la chaux et/ou au ciment : des conditions de laboratoire aux conditions in situ : Investigation of aggregates size effect on the stiffness of lime and/or cement treated soils : from laboratory to field conditions. [Internet] [Doctoral dissertation]. Université Paris-Est; 2013. [cited 2021 Apr 11]. Available from: http://www.theses.fr/2013PEST1063.

Council of Science Editors:

Dong J. Étude de l’effet de la taille d’agrégats sur la raideur des sols fins traités à la chaux et/ou au ciment : des conditions de laboratoire aux conditions in situ : Investigation of aggregates size effect on the stiffness of lime and/or cement treated soils : from laboratory to field conditions. [Doctoral Dissertation]. Université Paris-Est; 2013. Available from: http://www.theses.fr/2013PEST1063

26. MD ASHEQUE AL MAHBUB EIFFEL. Dynamic response of shallow strip foundations on a non-homogeneous stratum.

Degree: 2004, National University of Singapore

Subjects/Keywords: Dynamic Stiffness; Simplified Method; Surface Foundation; Embedded Foundation; Homogeneous Soil Layer; Nonhomogeneous Soil Layer.

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APA (6th Edition):

EIFFEL, M. A. A. M. (2004). Dynamic response of shallow strip foundations on a non-homogeneous stratum. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/14221

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):

EIFFEL, MD ASHEQUE AL MAHBUB. “Dynamic response of shallow strip foundations on a non-homogeneous stratum.” 2004. Thesis, National University of Singapore. Accessed April 11, 2021. http://scholarbank.nus.edu.sg/handle/10635/14221.

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

MLA Handbook (7th Edition):

EIFFEL, MD ASHEQUE AL MAHBUB. “Dynamic response of shallow strip foundations on a non-homogeneous stratum.” 2004. Web. 11 Apr 2021.

Vancouver:

EIFFEL MAAM. Dynamic response of shallow strip foundations on a non-homogeneous stratum. [Internet] [Thesis]. National University of Singapore; 2004. [cited 2021 Apr 11]. Available from: http://scholarbank.nus.edu.sg/handle/10635/14221.

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

Council of Science Editors:

EIFFEL MAAM. Dynamic response of shallow strip foundations on a non-homogeneous stratum. [Thesis]. National University of Singapore; 2004. Available from: http://scholarbank.nus.edu.sg/handle/10635/14221

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

27. Ilupeju, Olusola Ayandire. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 As oil exploration projects move further into deep and ultra-deep waters, where severe environmental conditions persist, having safe and functional structures, at optimal cost, by… (more)

Subjects/Keywords: Soil-Spring; Soil resistance; Deflection; Cyclic load; Secant stiffness; Damping ratio; Lateral Loads

…successfully characterize the stiffness (k) of the soil, which is an integral input for the… …for pile performance underestimates the stiffness of the soil/conductor interaction… …curves are shown to underestimate the soil stiffness for soft clays, interpreted cyclic P-y… …Soil Springs Used to Model Mobilized Soil Resistance When the Offshore Conductor is Subjected… …viii Figure 3.5 Profiles of Soil Resistance along Conductor (Reprinted from Aubeny… 

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APA (6th Edition):

Ilupeju, O. A. (2014). Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152697

Chicago Manual of Style (16th Edition):

Ilupeju, Olusola Ayandire. “Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.” 2014. Masters Thesis, Texas A&M University. Accessed April 11, 2021. http://hdl.handle.net/1969.1/152697.

MLA Handbook (7th Edition):

Ilupeju, Olusola Ayandire. “Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.” 2014. Web. 11 Apr 2021.

Vancouver:

Ilupeju OA. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1969.1/152697.

Council of Science Editors:

Ilupeju OA. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152697


Louisiana State University

28. Pokhrel, Dev Raj. Hydro mechanical behavior of unsaturated soil subjected to drying.

Degree: MSCE, Civil and Environmental Engineering, 2009, Louisiana State University

  The literature of unsaturated soils in terms of hydraulic and mechanical behavior is reviewed. The hydro- mechanical behavior of unsaturated soil was studied using… (more)

Subjects/Keywords: soil water characteristic curve; hydraulic conductivity; matric suction; Unsaturated soils; soil stiffness; water content

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APA (6th Edition):

Pokhrel, D. R. (2009). Hydro mechanical behavior of unsaturated soil subjected to drying. (Masters Thesis). Louisiana State University. Retrieved from etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506

Chicago Manual of Style (16th Edition):

Pokhrel, Dev Raj. “Hydro mechanical behavior of unsaturated soil subjected to drying.” 2009. Masters Thesis, Louisiana State University. Accessed April 11, 2021. etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506.

MLA Handbook (7th Edition):

Pokhrel, Dev Raj. “Hydro mechanical behavior of unsaturated soil subjected to drying.” 2009. Web. 11 Apr 2021.

Vancouver:

Pokhrel DR. Hydro mechanical behavior of unsaturated soil subjected to drying. [Internet] [Masters thesis]. Louisiana State University; 2009. [cited 2021 Apr 11]. Available from: etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506.

Council of Science Editors:

Pokhrel DR. Hydro mechanical behavior of unsaturated soil subjected to drying. [Masters Thesis]. Louisiana State University; 2009. Available from: etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506

29. -9495-3360. Parametric evaluation of relevant parameters affecting the soil-geosynthetic interaction under small displacement.

Degree: MSin Engineering, Civil Engineering, 2016, University of Texas – Austin

 Geosynthetic products have been used for soil reinforcements purposes for the past couple of decades. The Civil Engineering industry, more specifically the transportation and geotechnical… (more)

Subjects/Keywords: Geosynthetics; Stabilized pavements; Stiffening function; Stiffness property; Soil reinforcements; Soil-geosynthetic composites; Flexible pavements

…Effect of confining pressure on the “Stiffness of Soil-Geosynthetic Composite” (KSGC)… …52 5.4.2: Effect of confining pressure on the “Stiffness of Soil-Geosynthetic Composite… …stiffness of the soil-geosynthetic composite. This thesis focuses on the stiffening function of… …characterize the stiffness of the soil-geosynthetic composite in an attempt to identify relevant… …quantifies a magnitude of the “stiffness of the Soil-Geosynthetic Composite” (KSGC)… 

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APA (6th Edition):

-9495-3360. (2016). Parametric evaluation of relevant parameters affecting the soil-geosynthetic interaction under small displacement. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47145

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

Chicago Manual of Style (16th Edition):

-9495-3360. “Parametric evaluation of relevant parameters affecting the soil-geosynthetic interaction under small displacement.” 2016. Masters Thesis, University of Texas – Austin. Accessed April 11, 2021. http://hdl.handle.net/2152/47145.

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

MLA Handbook (7th Edition):

-9495-3360. “Parametric evaluation of relevant parameters affecting the soil-geosynthetic interaction under small displacement.” 2016. Web. 11 Apr 2021.

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

Vancouver:

-9495-3360. Parametric evaluation of relevant parameters affecting the soil-geosynthetic interaction under small displacement. [Internet] [Masters thesis]. University of Texas – Austin; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2152/47145.

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

Council of Science Editors:

-9495-3360. Parametric evaluation of relevant parameters affecting the soil-geosynthetic interaction under small displacement. [Masters Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47145

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

30. Rômulo da Silva Farias. Análise estrutural de edifícios de paredes de concreto com a incorporação da interação solo-estrutura e das ações evolutivas.

Degree: 2018, University of São Paulo

As análises estruturais têm como procedimento usual considerar apoios rígidos nas fundações e aplicar as ações de maneira instantânea. Essas duas simplificações podem induzir a… (more)

Subjects/Keywords: Ações evolutivas; Edifícios de paredes de concreto; Fundação em Radier; Interação solo-estrutura; Rigidez relativa estrutura-solo; Concrete wall buildings; Progressive loads; Raft foundations; Relative stiffness structure-soil; Soil-structure interaction

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APA (6th Edition):

Farias, R. d. S. (2018). Análise estrutural de edifícios de paredes de concreto com a incorporação da interação solo-estrutura e das ações evolutivas. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19022019-104219/

Chicago Manual of Style (16th Edition):

Farias, Rômulo da Silva. “Análise estrutural de edifícios de paredes de concreto com a incorporação da interação solo-estrutura e das ações evolutivas.” 2018. Doctoral Dissertation, University of São Paulo. Accessed April 11, 2021. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19022019-104219/.

MLA Handbook (7th Edition):

Farias, Rômulo da Silva. “Análise estrutural de edifícios de paredes de concreto com a incorporação da interação solo-estrutura e das ações evolutivas.” 2018. Web. 11 Apr 2021.

Vancouver:

Farias RdS. Análise estrutural de edifícios de paredes de concreto com a incorporação da interação solo-estrutura e das ações evolutivas. [Internet] [Doctoral dissertation]. University of São Paulo; 2018. [cited 2021 Apr 11]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19022019-104219/.

Council of Science Editors:

Farias RdS. Análise estrutural de edifícios de paredes de concreto com a incorporação da interação solo-estrutura e das ações evolutivas. [Doctoral Dissertation]. University of São Paulo; 2018. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19022019-104219/

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