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Dates: 2005 – 2009

You searched for subject:(geotechnical). Showing records 1 – 30 of 212 total matches.

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Texas A&M University

1. Garich, Evan Andrew. Wireless, automated monitoring for potential landslide hazards.

Degree: 2007, Texas A&M University

 This thesis describes research efforts toward the development of a wireless sensor node, which can be employed in durable and expandable wireless sensor networks for… (more)

Subjects/Keywords: wireless; instrumentation; geotechnical

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APA (6th Edition):

Garich, E. A. (2007). Wireless, automated monitoring for potential landslide hazards. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/5889

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):

Garich, Evan Andrew. “Wireless, automated monitoring for potential landslide hazards.” 2007. Thesis, Texas A&M University. Accessed November 20, 2019. http://hdl.handle.net/1969.1/5889.

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

MLA Handbook (7th Edition):

Garich, Evan Andrew. “Wireless, automated monitoring for potential landslide hazards.” 2007. Web. 20 Nov 2019.

Vancouver:

Garich EA. Wireless, automated monitoring for potential landslide hazards. [Internet] [Thesis]. Texas A&M University; 2007. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/1969.1/5889.

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

Council of Science Editors:

Garich EA. Wireless, automated monitoring for potential landslide hazards. [Thesis]. Texas A&M University; 2007. Available from: http://hdl.handle.net/1969.1/5889

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


Universidade Federal de Viçosa

2. Fernando Paulo Caneschi. Mudanças composicionais químicas e mineralógicas de um latossolo vermelho-amarelo visando a produção de solos modificados.

Degree: 2008, Universidade Federal de Viçosa

Nesta pesquisa, buscou-se aplicar a um solo de ocorrência significativa na região Sudeste e em parte expressiva do território brasileiro uma técnica para a sua… (more)

Subjects/Keywords: GEOTECNICA; Geotecnia; Solos modificados; Caracterizações química, mineralógica e geotécnica; Geotechnical; Modified soils; Chemical, mineralogical and geotechnical characterization

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APA (6th Edition):

Caneschi, F. P. (2008). Mudanças composicionais químicas e mineralógicas de um latossolo vermelho-amarelo visando a produção de solos modificados. (Thesis). Universidade Federal de Viçosa. Retrieved from http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3452

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):

Caneschi, Fernando Paulo. “Mudanças composicionais químicas e mineralógicas de um latossolo vermelho-amarelo visando a produção de solos modificados.” 2008. Thesis, Universidade Federal de Viçosa. Accessed November 20, 2019. http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3452.

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

MLA Handbook (7th Edition):

Caneschi, Fernando Paulo. “Mudanças composicionais químicas e mineralógicas de um latossolo vermelho-amarelo visando a produção de solos modificados.” 2008. Web. 20 Nov 2019.

Vancouver:

Caneschi FP. Mudanças composicionais químicas e mineralógicas de um latossolo vermelho-amarelo visando a produção de solos modificados. [Internet] [Thesis]. Universidade Federal de Viçosa; 2008. [cited 2019 Nov 20]. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3452.

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

Council of Science Editors:

Caneschi FP. Mudanças composicionais químicas e mineralógicas de um latossolo vermelho-amarelo visando a produção de solos modificados. [Thesis]. Universidade Federal de Viçosa; 2008. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3452

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


University of Exeter

3. Gwynn, Xander Peter. Assessment of remote data capture systems for the characterisation of rock fracture networks within slopes.

Degree: PhD, 2009, University of Exeter

 The use of remote techniques to capture the geometrical characteristics of rock masses has seen increased use and development in recent years. Apart from the… (more)

Subjects/Keywords: 550; Photogrammetry : Laser Scanning : Rock Mass : Geotechnical : Characterisation : Pole Vector Difference

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

APA (6th Edition):

Gwynn, X. P. (2009). Assessment of remote data capture systems for the characterisation of rock fracture networks within slopes. (Doctoral Dissertation). University of Exeter. Retrieved from http://hdl.handle.net/10036/104498

Chicago Manual of Style (16th Edition):

Gwynn, Xander Peter. “Assessment of remote data capture systems for the characterisation of rock fracture networks within slopes.” 2009. Doctoral Dissertation, University of Exeter. Accessed November 20, 2019. http://hdl.handle.net/10036/104498.

MLA Handbook (7th Edition):

Gwynn, Xander Peter. “Assessment of remote data capture systems for the characterisation of rock fracture networks within slopes.” 2009. Web. 20 Nov 2019.

Vancouver:

Gwynn XP. Assessment of remote data capture systems for the characterisation of rock fracture networks within slopes. [Internet] [Doctoral dissertation]. University of Exeter; 2009. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10036/104498.

Council of Science Editors:

Gwynn XP. Assessment of remote data capture systems for the characterisation of rock fracture networks within slopes. [Doctoral Dissertation]. University of Exeter; 2009. Available from: http://hdl.handle.net/10036/104498


University of Canterbury

4. Brehaut, Richard Jeremy. Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines.

Degree: Geological Sciences, 2009, University of Canterbury

 The Hamersley Province, located approximately 1200 km north of Perth, Western Australia forms part of the southern Pilbara craton, an extensive area of Band Iron… (more)

Subjects/Keywords: Slope Stability; Hydrogeology; Open Pit; Depressurisation; Slope Drainage; Geotechnical.

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APA (6th Edition):

Brehaut, R. J. (2009). Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4465

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):

Brehaut, Richard Jeremy. “Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines.” 2009. Thesis, University of Canterbury. Accessed November 20, 2019. http://hdl.handle.net/10092/4465.

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

MLA Handbook (7th Edition):

Brehaut, Richard Jeremy. “Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines.” 2009. Web. 20 Nov 2019.

Vancouver:

Brehaut RJ. Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10092/4465.

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

Council of Science Editors:

Brehaut RJ. Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/4465

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


The Ohio State University

5. Bates, Jeffrey Kenneth. An evaluation of digital elevation models and geotechnical properties of the glacial deposits in Franklin County, Ohio, using a geographic information system.

Degree: PhD, Geological Sciences, 2007, The Ohio State University

 The importance of unconsolidated deposits is reflected in the extensive use of these materials in Franklin County, Ohio. This study organizes geologic and geotechnical data… (more)

Subjects/Keywords: geology; glacial geology; geotechnical; digital elevation model; geographic information systems

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APA (6th Edition):

Bates, J. K. (2007). An evaluation of digital elevation models and geotechnical properties of the glacial deposits in Franklin County, Ohio, using a geographic information system. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1189559602

Chicago Manual of Style (16th Edition):

Bates, Jeffrey Kenneth. “An evaluation of digital elevation models and geotechnical properties of the glacial deposits in Franklin County, Ohio, using a geographic information system.” 2007. Doctoral Dissertation, The Ohio State University. Accessed November 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1189559602.

MLA Handbook (7th Edition):

Bates, Jeffrey Kenneth. “An evaluation of digital elevation models and geotechnical properties of the glacial deposits in Franklin County, Ohio, using a geographic information system.” 2007. Web. 20 Nov 2019.

Vancouver:

Bates JK. An evaluation of digital elevation models and geotechnical properties of the glacial deposits in Franklin County, Ohio, using a geographic information system. [Internet] [Doctoral dissertation]. The Ohio State University; 2007. [cited 2019 Nov 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1189559602.

Council of Science Editors:

Bates JK. An evaluation of digital elevation models and geotechnical properties of the glacial deposits in Franklin County, Ohio, using a geographic information system. [Doctoral Dissertation]. The Ohio State University; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1189559602


Nanyang Technological University

6. I Gbe Budi Indrawan. Modified residual soil for the fine-grained layer of capillary barriers.

Degree: 2005, Nanyang Technological University

 [THIS THESIS CONSISTS OF TWO (2) PARTS – THIS IS PART 2]. Capillary barrier, which is commonly defined as an earthen cover system consisting of… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Indrawan., I. G. B. (2005). Modified residual soil for the fine-grained layer of capillary barriers. (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/11835

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):

Indrawan., I Gbe Budi. “Modified residual soil for the fine-grained layer of capillary barriers. ” 2005. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/11835.

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

MLA Handbook (7th Edition):

Indrawan., I Gbe Budi. “Modified residual soil for the fine-grained layer of capillary barriers. ” 2005. Web. 20 Nov 2019.

Vancouver:

Indrawan. IGB. Modified residual soil for the fine-grained layer of capillary barriers. [Internet] [Thesis]. Nanyang Technological University; 2005. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/11835.

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

Council of Science Editors:

Indrawan. IGB. Modified residual soil for the fine-grained layer of capillary barriers. [Thesis]. Nanyang Technological University; 2005. Available from: http://hdl.handle.net/10356/11835

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


Nanyang Technological University

7. I Gbe Budi Indrawan. Modified residual soil for the fine-grained layer of capillary barriers .

Degree: 2005, Nanyang Technological University

 [THIS THESIS CONSISTS OF TWO (2) PARTS – THIS IS PART 1]. Capillary barrier, which is commonly defined as an earthen cover system consisting of… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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

APA (6th Edition):

Indrawan, I. G. B. (2005). Modified residual soil for the fine-grained layer of capillary barriers . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/11833

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):

Indrawan, I Gbe Budi. “Modified residual soil for the fine-grained layer of capillary barriers .” 2005. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/11833.

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

MLA Handbook (7th Edition):

Indrawan, I Gbe Budi. “Modified residual soil for the fine-grained layer of capillary barriers .” 2005. Web. 20 Nov 2019.

Vancouver:

Indrawan IGB. Modified residual soil for the fine-grained layer of capillary barriers . [Internet] [Thesis]. Nanyang Technological University; 2005. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/11833.

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

Council of Science Editors:

Indrawan IGB. Modified residual soil for the fine-grained layer of capillary barriers . [Thesis]. Nanyang Technological University; 2005. Available from: http://hdl.handle.net/10356/11833

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


Nanyang Technological University

8. Lei, Weidong. Numerical studies on 2-D compressional wave propagation in jointed rock masses .

Degree: 2005, Nanyang Technological University

 An accidental explosion in an existing tunnel or an explosion in a borehole will generate compressional two-dimensional (2-D) wave that travels through the surrounding rock… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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

APA (6th Edition):

Lei, W. (2005). Numerical studies on 2-D compressional wave propagation in jointed rock masses . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/11881

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):

Lei, Weidong. “Numerical studies on 2-D compressional wave propagation in jointed rock masses .” 2005. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/11881.

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

MLA Handbook (7th Edition):

Lei, Weidong. “Numerical studies on 2-D compressional wave propagation in jointed rock masses .” 2005. Web. 20 Nov 2019.

Vancouver:

Lei W. Numerical studies on 2-D compressional wave propagation in jointed rock masses . [Internet] [Thesis]. Nanyang Technological University; 2005. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/11881.

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

Council of Science Editors:

Lei W. Numerical studies on 2-D compressional wave propagation in jointed rock masses . [Thesis]. Nanyang Technological University; 2005. Available from: http://hdl.handle.net/10356/11881

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


Nanyang Technological University

9. Miao, Lingfeng. Effects of lateral soil movements on piles .

Degree: 2005, Nanyang Technological University

Experimental model tests were carried out to determine the ultimate soil pressure acting on the pile(s) undergoing lateral soil movement. Single piles and pile groups with different pile spacings, numbers of piles and arrangements of piles were investigated. Numerical studies were also carried out using three-dimensional finite element analyses.

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Miao, L. (2005). Effects of lateral soil movements on piles . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/11937

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):

Miao, Lingfeng. “Effects of lateral soil movements on piles .” 2005. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/11937.

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

MLA Handbook (7th Edition):

Miao, Lingfeng. “Effects of lateral soil movements on piles .” 2005. Web. 20 Nov 2019.

Vancouver:

Miao L. Effects of lateral soil movements on piles . [Internet] [Thesis]. Nanyang Technological University; 2005. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/11937.

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

Council of Science Editors:

Miao L. Effects of lateral soil movements on piles . [Thesis]. Nanyang Technological University; 2005. Available from: http://hdl.handle.net/10356/11937

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


Nanyang Technological University

10. Sri Widiastuti. Measurement of suction and volume change behaviour of unsaturated soils .

Degree: 2005, Nanyang Technological University

 Soil suction is the key factor to understanding the behaviour of unsaturated soils. Soil suction or total suction consists of matric suction and osmotic suction.… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Widiastuti, S. (2005). Measurement of suction and volume change behaviour of unsaturated soils . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12010

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):

Widiastuti, Sri. “Measurement of suction and volume change behaviour of unsaturated soils .” 2005. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12010.

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

MLA Handbook (7th Edition):

Widiastuti, Sri. “Measurement of suction and volume change behaviour of unsaturated soils .” 2005. Web. 20 Nov 2019.

Vancouver:

Widiastuti S. Measurement of suction and volume change behaviour of unsaturated soils . [Internet] [Thesis]. Nanyang Technological University; 2005. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12010.

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

Council of Science Editors:

Widiastuti S. Measurement of suction and volume change behaviour of unsaturated soils . [Thesis]. Nanyang Technological University; 2005. Available from: http://hdl.handle.net/10356/12010

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


Nanyang Technological University

11. Tan, Wooi Leong. Numerical analysis for shallow tunnels in weak ground supported by umbrella arch method .

Degree: 2005, Nanyang Technological University

In this work, 2D and 3D numerical studies are performed to evaluate the differences in the estimated ground displacements when different modelling approximations are used for the Pipe Umbrella Arch.

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Tan, W. L. (2005). Numerical analysis for shallow tunnels in weak ground supported by umbrella arch method . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12035

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, Wooi Leong. “Numerical analysis for shallow tunnels in weak ground supported by umbrella arch method .” 2005. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12035.

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

MLA Handbook (7th Edition):

Tan, Wooi Leong. “Numerical analysis for shallow tunnels in weak ground supported by umbrella arch method .” 2005. Web. 20 Nov 2019.

Vancouver:

Tan WL. Numerical analysis for shallow tunnels in weak ground supported by umbrella arch method . [Internet] [Thesis]. Nanyang Technological University; 2005. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12035.

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

Council of Science Editors:

Tan WL. Numerical analysis for shallow tunnels in weak ground supported by umbrella arch method . [Thesis]. Nanyang Technological University; 2005. Available from: http://hdl.handle.net/10356/12035

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


Nanyang Technological University

12. Xu, Bo. Behaviour of reinforced embankment on soft ground and reliablity analysis .

Degree: 2006, Nanyang Technological University

 Stability analysis of slopes or embankments is greatly affected by uncertainty of soil properties. The current design practice is based on the factor of safety… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Xu, B. (2006). Behaviour of reinforced embankment on soft ground and reliablity analysis . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12053

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):

Xu, Bo. “Behaviour of reinforced embankment on soft ground and reliablity analysis .” 2006. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12053.

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

MLA Handbook (7th Edition):

Xu, Bo. “Behaviour of reinforced embankment on soft ground and reliablity analysis .” 2006. Web. 20 Nov 2019.

Vancouver:

Xu B. Behaviour of reinforced embankment on soft ground and reliablity analysis . [Internet] [Thesis]. Nanyang Technological University; 2006. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12053.

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

Council of Science Editors:

Xu B. Behaviour of reinforced embankment on soft ground and reliablity analysis . [Thesis]. Nanyang Technological University; 2006. Available from: http://hdl.handle.net/10356/12053

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


Nanyang Technological University

13. Gu, Jiong. Development of discontinuous deformation analysis for dynamic analysis of rock mass .

Degree: 2006, Nanyang Technological University

 Discontinuous Deformation Analysis (DDA) is selected as an advanced numerical method to study the response of rock mass under dynamic loads. The basic concept and… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Gu, J. (2006). Development of discontinuous deformation analysis for dynamic analysis of rock mass . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12071

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):

Gu, Jiong. “Development of discontinuous deformation analysis for dynamic analysis of rock mass .” 2006. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12071.

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

MLA Handbook (7th Edition):

Gu, Jiong. “Development of discontinuous deformation analysis for dynamic analysis of rock mass .” 2006. Web. 20 Nov 2019.

Vancouver:

Gu J. Development of discontinuous deformation analysis for dynamic analysis of rock mass . [Internet] [Thesis]. Nanyang Technological University; 2006. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12071.

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

Council of Science Editors:

Gu J. Development of discontinuous deformation analysis for dynamic analysis of rock mass . [Thesis]. Nanyang Technological University; 2006. Available from: http://hdl.handle.net/10356/12071

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


Nanyang Technological University

14. Trinh Minh Thu. Shear strength and volume change relationship for an unsaturated soil .

Degree: 2006, Nanyang Technological University

An elasto-plastic model for unsaturated soil with the incorporation of soil-water characteristic curve (SWCC) was proposed in this study. The proposed model was verified with experimental data. Reasonably good agreements between the analytical simulations based on the proposed elasto-plastic model with the incorporation of SWCC were obtained in this study.

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Thu, T. M. (2006). Shear strength and volume change relationship for an unsaturated soil . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12084

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):

Thu, Trinh Minh. “Shear strength and volume change relationship for an unsaturated soil .” 2006. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12084.

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

MLA Handbook (7th Edition):

Thu, Trinh Minh. “Shear strength and volume change relationship for an unsaturated soil .” 2006. Web. 20 Nov 2019.

Vancouver:

Thu TM. Shear strength and volume change relationship for an unsaturated soil . [Internet] [Thesis]. Nanyang Technological University; 2006. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12084.

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

Council of Science Editors:

Thu TM. Shear strength and volume change relationship for an unsaturated soil . [Thesis]. Nanyang Technological University; 2006. Available from: http://hdl.handle.net/10356/12084

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


Nanyang Technological University

15. Yeo, Sir Hoon. Relationship of stiffness and damping ratio with strain for residual soils .

Degree: 2005, Nanyang Technological University

 There is very little work done on characterization of soil stiffness and damping ratio with strain for residual soils in Singapore. This is because routine… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Yeo, S. H. (2005). Relationship of stiffness and damping ratio with strain for residual soils . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12149

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):

Yeo, Sir Hoon. “Relationship of stiffness and damping ratio with strain for residual soils .” 2005. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12149.

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

MLA Handbook (7th Edition):

Yeo, Sir Hoon. “Relationship of stiffness and damping ratio with strain for residual soils .” 2005. Web. 20 Nov 2019.

Vancouver:

Yeo SH. Relationship of stiffness and damping ratio with strain for residual soils . [Internet] [Thesis]. Nanyang Technological University; 2005. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12149.

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

Council of Science Editors:

Yeo SH. Relationship of stiffness and damping ratio with strain for residual soils . [Thesis]. Nanyang Technological University; 2005. Available from: http://hdl.handle.net/10356/12149

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


Nanyang Technological University

16. Wanatowski, Dariusz. Strain softening and instability of sand under plane-strain conditions .

Degree: 2005, Nanyang Technological University

 A comprehensive experimental study on the strain softening and instability behaviour of granular soil under plane-strain conditions is presented in this thesis. A new plane-strain… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Wanatowski, D. (2005). Strain softening and instability of sand under plane-strain conditions . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12208

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):

Wanatowski, Dariusz. “Strain softening and instability of sand under plane-strain conditions .” 2005. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12208.

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

MLA Handbook (7th Edition):

Wanatowski, Dariusz. “Strain softening and instability of sand under plane-strain conditions .” 2005. Web. 20 Nov 2019.

Vancouver:

Wanatowski D. Strain softening and instability of sand under plane-strain conditions . [Internet] [Thesis]. Nanyang Technological University; 2005. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12208.

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

Council of Science Editors:

Wanatowski D. Strain softening and instability of sand under plane-strain conditions . [Thesis]. Nanyang Technological University; 2005. Available from: http://hdl.handle.net/10356/12208

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


Nanyang Technological University

17. Dhony Kurniawan Hidayat. Prediction of ground settlement due to tunneling using artifical neural networks .

Degree: 2006, Nanyang Technological University

 Ground surface settlement trough associated to tunneling is characterized by two important parameters: the maximum surface settlement at the point above the tunnel centerline (Smax)… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Hidayat, D. K. (2006). Prediction of ground settlement due to tunneling using artifical neural networks . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12217

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):

Hidayat, Dhony Kurniawan. “Prediction of ground settlement due to tunneling using artifical neural networks .” 2006. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12217.

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

MLA Handbook (7th Edition):

Hidayat, Dhony Kurniawan. “Prediction of ground settlement due to tunneling using artifical neural networks .” 2006. Web. 20 Nov 2019.

Vancouver:

Hidayat DK. Prediction of ground settlement due to tunneling using artifical neural networks . [Internet] [Thesis]. Nanyang Technological University; 2006. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12217.

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

Council of Science Editors:

Hidayat DK. Prediction of ground settlement due to tunneling using artifical neural networks . [Thesis]. Nanyang Technological University; 2006. Available from: http://hdl.handle.net/10356/12217

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


Nanyang Technological University

18. Dong, Aiai. Numerical simulation on rock dynamic failure by considering heterogeneity effect .

Degree: 2006, Nanyang Technological University

Dynamic compressive and tensile failure behaviors of heterogeneous rock-like materials are numerically investigated using SPH method.

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Dong, A. (2006). Numerical simulation on rock dynamic failure by considering heterogeneity effect . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12220

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):

Dong, Aiai. “Numerical simulation on rock dynamic failure by considering heterogeneity effect .” 2006. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12220.

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

MLA Handbook (7th Edition):

Dong, Aiai. “Numerical simulation on rock dynamic failure by considering heterogeneity effect .” 2006. Web. 20 Nov 2019.

Vancouver:

Dong A. Numerical simulation on rock dynamic failure by considering heterogeneity effect . [Internet] [Thesis]. Nanyang Technological University; 2006. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12220.

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

Council of Science Editors:

Dong A. Numerical simulation on rock dynamic failure by considering heterogeneity effect . [Thesis]. Nanyang Technological University; 2006. Available from: http://hdl.handle.net/10356/12220

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


Nanyang Technological University

19. Gong, Qiuming. Development of a rock mass characteristics model for TBM penetration rate prediction .

Degree: 2006, Nanyang Technological University

 With the advances of technology, TBMs are becoming more versatile and TBM tunneling has become a common tunneling method. During project planning, the prediction of… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Gong, Q. (2006). Development of a rock mass characteristics model for TBM penetration rate prediction . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/12246

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):

Gong, Qiuming. “Development of a rock mass characteristics model for TBM penetration rate prediction .” 2006. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/12246.

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

MLA Handbook (7th Edition):

Gong, Qiuming. “Development of a rock mass characteristics model for TBM penetration rate prediction .” 2006. Web. 20 Nov 2019.

Vancouver:

Gong Q. Development of a rock mass characteristics model for TBM penetration rate prediction . [Internet] [Thesis]. Nanyang Technological University; 2006. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/12246.

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

Council of Science Editors:

Gong Q. Development of a rock mass characteristics model for TBM penetration rate prediction . [Thesis]. Nanyang Technological University; 2006. Available from: http://hdl.handle.net/10356/12246

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


Nanyang Technological University

20. Zhao, Feng. Development of calibration chamber for cone penetration test in sand .

Degree: 2008, Nanyang Technological University

 In-situ penetration test such as the cone penetration test (CPT) is increasingly being used in the characterization of sand fill that covers most recent reclaimed… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Zhao, F. (2008). Development of calibration chamber for cone penetration test in sand . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/13073

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):

Zhao, Feng. “Development of calibration chamber for cone penetration test in sand .” 2008. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/13073.

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

MLA Handbook (7th Edition):

Zhao, Feng. “Development of calibration chamber for cone penetration test in sand .” 2008. Web. 20 Nov 2019.

Vancouver:

Zhao F. Development of calibration chamber for cone penetration test in sand . [Internet] [Thesis]. Nanyang Technological University; 2008. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/13073.

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

Council of Science Editors:

Zhao F. Development of calibration chamber for cone penetration test in sand . [Thesis]. Nanyang Technological University; 2008. Available from: http://hdl.handle.net/10356/13073

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


Nanyang Technological University

21. Halim, Darwid. Effect of excavation on performance of adjacent buildings .

Degree: 2008, Nanyang Technological University

 Deep excavations in urban area can damage surrounding buildings. The current practice in assessing building damage is based on greenfield settlement computed from 2-D finite… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Halim, D. (2008). Effect of excavation on performance of adjacent buildings . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/13110

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):

Halim, Darwid. “Effect of excavation on performance of adjacent buildings .” 2008. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/13110.

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

MLA Handbook (7th Edition):

Halim, Darwid. “Effect of excavation on performance of adjacent buildings .” 2008. Web. 20 Nov 2019.

Vancouver:

Halim D. Effect of excavation on performance of adjacent buildings . [Internet] [Thesis]. Nanyang Technological University; 2008. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/13110.

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

Council of Science Editors:

Halim D. Effect of excavation on performance of adjacent buildings . [Thesis]. Nanyang Technological University; 2008. Available from: http://hdl.handle.net/10356/13110

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


Nanyang Technological University

22. Xuan, Feng. Behavior of diaphragm walls in clays and reliablity analysis .

Degree: 2009, Nanyang Technological University

 With rapid economic development, the number of braced excavation projects has grown in Singapore and other coastal cities. The technology of diaphragm wall is widely… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Xuan, F. (2009). Behavior of diaphragm walls in clays and reliablity analysis . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/19261

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):

Xuan, Feng. “Behavior of diaphragm walls in clays and reliablity analysis .” 2009. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/19261.

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

MLA Handbook (7th Edition):

Xuan, Feng. “Behavior of diaphragm walls in clays and reliablity analysis .” 2009. Web. 20 Nov 2019.

Vancouver:

Xuan F. Behavior of diaphragm walls in clays and reliablity analysis . [Internet] [Thesis]. Nanyang Technological University; 2009. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/19261.

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

Council of Science Editors:

Xuan F. Behavior of diaphragm walls in clays and reliablity analysis . [Thesis]. Nanyang Technological University; 2009. Available from: http://hdl.handle.net/10356/19261

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


Nanyang Technological University

23. Henry Krisdani. Potential use of residual soil and geosynthetic .

Degree: 2007, Nanyang Technological University

 Rainfall-induced slope failures frequently occur in residual soil slopes in tropical regions. Previous research works indicated that the main cause of slope failure in residual… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Krisdani, H. (2007). Potential use of residual soil and geosynthetic . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/39338

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):

Krisdani, Henry. “Potential use of residual soil and geosynthetic .” 2007. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/39338.

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

MLA Handbook (7th Edition):

Krisdani, Henry. “Potential use of residual soil and geosynthetic .” 2007. Web. 20 Nov 2019.

Vancouver:

Krisdani H. Potential use of residual soil and geosynthetic . [Internet] [Thesis]. Nanyang Technological University; 2007. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/39338.

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

Council of Science Editors:

Krisdani H. Potential use of residual soil and geosynthetic . [Thesis]. Nanyang Technological University; 2007. Available from: http://hdl.handle.net/10356/39338

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


Nanyang Technological University

24. S Anand. Measurement and modelling of ground response due to dynamic loading .

Degree: 2007, Nanyang Technological University

 Shock wave propagation through soil due to a buried explosive loading is a complex function of the dynamic soil properties, explosion products, and geometry of… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Anand, S. (2007). Measurement and modelling of ground response due to dynamic loading . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/39344

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):

Anand, S. “Measurement and modelling of ground response due to dynamic loading .” 2007. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/39344.

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

MLA Handbook (7th Edition):

Anand, S. “Measurement and modelling of ground response due to dynamic loading .” 2007. Web. 20 Nov 2019.

Vancouver:

Anand S. Measurement and modelling of ground response due to dynamic loading . [Internet] [Thesis]. Nanyang Technological University; 2007. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/39344.

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

Council of Science Editors:

Anand S. Measurement and modelling of ground response due to dynamic loading . [Thesis]. Nanyang Technological University; 2007. Available from: http://hdl.handle.net/10356/39344

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


Nanyang Technological University

25. Tran Sy Kien. Moisture and heat flow in unsaturated soil .

Degree: 2007, Nanyang Technological University

 Many countries in the tropical and sub-tropical regions experience mainly two seasons: dry and wet. In general, this climatic condition is not conducive to the… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Kien, T. S. (2007). Moisture and heat flow in unsaturated soil . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/39346

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):

Kien, Tran Sy. “Moisture and heat flow in unsaturated soil .” 2007. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/39346.

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

MLA Handbook (7th Edition):

Kien, Tran Sy. “Moisture and heat flow in unsaturated soil .” 2007. Web. 20 Nov 2019.

Vancouver:

Kien TS. Moisture and heat flow in unsaturated soil . [Internet] [Thesis]. Nanyang Technological University; 2007. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/39346.

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

Council of Science Editors:

Kien TS. Moisture and heat flow in unsaturated soil . [Thesis]. Nanyang Technological University; 2007. Available from: http://hdl.handle.net/10356/39346

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


Nanyang Technological University

26. Ang, Rudy Boon Chye. Behaviour of Singapore rocks under uniaxial and triaxial loading .

Degree: 2006, Nanyang Technological University

 This report describes the strength and deformation behaviour of Jurong formation sedimentary rocks in Singapore. With the need to develop future projects in this rock… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Ang, R. B. C. (2006). Behaviour of Singapore rocks under uniaxial and triaxial loading . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/39348

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):

Ang, Rudy Boon Chye. “Behaviour of Singapore rocks under uniaxial and triaxial loading .” 2006. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/39348.

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

MLA Handbook (7th Edition):

Ang, Rudy Boon Chye. “Behaviour of Singapore rocks under uniaxial and triaxial loading .” 2006. Web. 20 Nov 2019.

Vancouver:

Ang RBC. Behaviour of Singapore rocks under uniaxial and triaxial loading . [Internet] [Thesis]. Nanyang Technological University; 2006. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/39348.

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

Council of Science Editors:

Ang RBC. Behaviour of Singapore rocks under uniaxial and triaxial loading . [Thesis]. Nanyang Technological University; 2006. Available from: http://hdl.handle.net/10356/39348

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


Nanyang Technological University

27. Manish Tiwari. Time-effect and instability behaviour of cohesive soils .

Degree: 2008, Nanyang Technological University

 The stress-strain behaviour of cohesive soils is known to be affected significantly by time-effects such as shearing rate effects, creep and stress relaxation. Shearing rate… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Tiwari, M. (2008). Time-effect and instability behaviour of cohesive soils . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/41307

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):

Tiwari, Manish. “Time-effect and instability behaviour of cohesive soils .” 2008. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/41307.

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

MLA Handbook (7th Edition):

Tiwari, Manish. “Time-effect and instability behaviour of cohesive soils .” 2008. Web. 20 Nov 2019.

Vancouver:

Tiwari M. Time-effect and instability behaviour of cohesive soils . [Internet] [Thesis]. Nanyang Technological University; 2008. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/41307.

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

Council of Science Editors:

Tiwari M. Time-effect and instability behaviour of cohesive soils . [Thesis]. Nanyang Technological University; 2008. Available from: http://hdl.handle.net/10356/41307

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


Nanyang Technological University

28. Mohammad Harunur Rashid Meer. Use of seismic waves for the characterization of soil properties .

Degree: 2008, Nanyang Technological University

 Seismic waves can be employed in the field and in the laboratory for characterizing soil. Seismic waves propagating through soils induce very low level of… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Meer, M. H. R. (2008). Use of seismic waves for the characterization of soil properties . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/41753

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):

Meer, Mohammad Harunur Rashid. “Use of seismic waves for the characterization of soil properties .” 2008. Thesis, Nanyang Technological University. Accessed November 20, 2019. http://hdl.handle.net/10356/41753.

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

MLA Handbook (7th Edition):

Meer, Mohammad Harunur Rashid. “Use of seismic waves for the characterization of soil properties .” 2008. Web. 20 Nov 2019.

Vancouver:

Meer MHR. Use of seismic waves for the characterization of soil properties . [Internet] [Thesis]. Nanyang Technological University; 2008. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10356/41753.

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

Council of Science Editors:

Meer MHR. Use of seismic waves for the characterization of soil properties . [Thesis]. Nanyang Technological University; 2008. Available from: http://hdl.handle.net/10356/41753

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


Indian Institute of Science

29. Anbazhagan, P. Site Characterization And Seismic Hazard Analysis With Local Site Effects For Microzonation Of Bangalore.

Degree: 2007, Indian Institute of Science

 Seismic hazard and microzonation of cities enable to characterize the potential seismic areas that need to be taken into account when designing new structures or… (more)

Subjects/Keywords: Seismology - Bangalore; Seismic Hazards - Bangalore; Seismic Hazard Analysis; Microzonation - Bangalore; Liquefaction Hazard Assessment; Geotechnical Borehole Data; Multichannel Analysis of Surface Wave (MASW) Survey; Geotechnical Engineering

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

APA (6th Edition):

Anbazhagan, P. (2007). Site Characterization And Seismic Hazard Analysis With Local Site Effects For Microzonation Of Bangalore. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/689

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):

Anbazhagan, P. “Site Characterization And Seismic Hazard Analysis With Local Site Effects For Microzonation Of Bangalore.” 2007. Thesis, Indian Institute of Science. Accessed November 20, 2019. http://hdl.handle.net/2005/689.

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

MLA Handbook (7th Edition):

Anbazhagan, P. “Site Characterization And Seismic Hazard Analysis With Local Site Effects For Microzonation Of Bangalore.” 2007. Web. 20 Nov 2019.

Vancouver:

Anbazhagan P. Site Characterization And Seismic Hazard Analysis With Local Site Effects For Microzonation Of Bangalore. [Internet] [Thesis]. Indian Institute of Science; 2007. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2005/689.

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

Council of Science Editors:

Anbazhagan P. Site Characterization And Seismic Hazard Analysis With Local Site Effects For Microzonation Of Bangalore. [Thesis]. Indian Institute of Science; 2007. Available from: http://hdl.handle.net/2005/689

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


University of Canterbury

30. Frenzel, C. Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries.

Degree: Geological Sciences, 2009, University of Canterbury

 A numerical modelling approach was developed to explicitly simulate geomechanical characteristics of intact rock: mineralogy, grain size and fabric. The approach involved creating a representative… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0914 - Resources Engineering and Extractive Metallurgy::091402 - Geomechanics and Resources Geotechnical Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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

APA (6th Edition):

Frenzel, C. (2009). Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/5619

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):

Frenzel, C. “Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries.” 2009. Thesis, University of Canterbury. Accessed November 20, 2019. http://hdl.handle.net/10092/5619.

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

MLA Handbook (7th Edition):

Frenzel, C. “Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries.” 2009. Web. 20 Nov 2019.

Vancouver:

Frenzel C. Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10092/5619.

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

Council of Science Editors:

Frenzel C. Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/5619

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

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