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You searched for subject:(Unsaturated Soil Mechanics). Showing records 1 – 25 of 25 total matches.

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York University

1. Jindal, Prateek. Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand.

Degree: MSc -MS, Earth & Space Science, 2016, York University

 A custom-built direct tension apparatus was employed to perform direct tension tests on unsaturated silica sand specimens at different saturations levels and packing dry densities.… (more)

Subjects/Keywords: Civil engineering; Unsaturated soil mechanics; Tensile strength; Unsaturated sands; Surface tension

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

APA (6th Edition):

Jindal, P. (2016). Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/32234

Chicago Manual of Style (16th Edition):

Jindal, Prateek. “Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand.” 2016. Masters Thesis, York University. Accessed April 11, 2021. http://hdl.handle.net/10315/32234.

MLA Handbook (7th Edition):

Jindal, Prateek. “Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand.” 2016. Web. 11 Apr 2021.

Vancouver:

Jindal P. Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand. [Internet] [Masters thesis]. York University; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10315/32234.

Council of Science Editors:

Jindal P. Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand. [Masters Thesis]. York University; 2016. Available from: http://hdl.handle.net/10315/32234


University of Saskatchewan

2. Ho, David Yip-Fei. The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils.

Degree: 1988, University of Saskatchewan

 The International Conference on Soil Mechanics and Foundation Engineering in 1936 was perhaps the first international forum which brought unsaturated soil problems to the attention… (more)

Subjects/Keywords: soil mechanics; unsaturated soils

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APA (6th Edition):

Ho, D. Y. (1988). The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/6781

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

Chicago Manual of Style (16th Edition):

Ho, David Yip-Fei. “The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils.” 1988. Thesis, University of Saskatchewan. Accessed April 11, 2021. http://hdl.handle.net/10388/6781.

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

MLA Handbook (7th Edition):

Ho, David Yip-Fei. “The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils.” 1988. Web. 11 Apr 2021.

Vancouver:

Ho DY. The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils. [Internet] [Thesis]. University of Saskatchewan; 1988. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10388/6781.

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

Council of Science Editors:

Ho DY. The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils. [Thesis]. University of Saskatchewan; 1988. Available from: http://hdl.handle.net/10388/6781

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


Texas A&M University

3. Kulkarni, Renu Uday. A potential technique to determine the unsaturated soil shear strength parameter.

Degree: MS, Civil Engineering, 2008, Texas A&M University

 The shear strength behavior of unsaturated soils is a complex phenomenon. The major factors that lead to the complex behavior are grain size, natural alteration… (more)

Subjects/Keywords: Unsaturated soil mechanics; shear strength

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APA (6th Edition):

Kulkarni, R. U. (2008). A potential technique to determine the unsaturated soil shear strength parameter. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/86016

Chicago Manual of Style (16th Edition):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Masters Thesis, Texas A&M University. Accessed April 11, 2021. http://hdl.handle.net/1969.1/86016.

MLA Handbook (7th Edition):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Web. 11 Apr 2021.

Vancouver:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Internet] [Masters thesis]. Texas A&M University; 2008. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1969.1/86016.

Council of Science Editors:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Masters Thesis]. Texas A&M University; 2008. Available from: http://hdl.handle.net/1969.1/86016

4. Cuceoglu, Faik. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.

Degree: MS, Civil Engineering, 2016, Virginia Tech

 The importance of applying unsaturated soil mechanics concepts to geotechnical engineering design has been widely recognized. Soil water characteristic curve (SWCC) and hydraulic conductivity function… (more)

Subjects/Keywords: compacted soils; unsaturated soil mechanics; soil-water characteristic curve; hydraulic conductivity function; transient analysis; hysteresis

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APA (6th Edition):

Cuceoglu, F. (2016). An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73673

Chicago Manual of Style (16th Edition):

Cuceoglu, Faik. “An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.” 2016. Masters Thesis, Virginia Tech. Accessed April 11, 2021. http://hdl.handle.net/10919/73673.

MLA Handbook (7th Edition):

Cuceoglu, Faik. “An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.” 2016. Web. 11 Apr 2021.

Vancouver:

Cuceoglu F. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10919/73673.

Council of Science Editors:

Cuceoglu F. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/73673


University of Kentucky

5. 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


Michigan Technological University

6. Zhang, Chao. Understanding Soil-Water Interaction Mechanisms via Molecular Simulations.

Degree: PhD, Department of Civil and Environmental Engineering, 2017, Michigan Technological University

Soil-water interaction is important to understand various soil behaviors. However, the theoretical understanding of soil-water interaction mechanisms is still incomplete especially in the adsorptive… (more)

Subjects/Keywords: Soil-water interaction; Soil behavior; Unsaturated soil mechanics; Molecular simulations; Molecular dynamics; Geotechnical Engineering; Soil Science

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APA (6th Edition):

Zhang, C. (2017). Understanding Soil-Water Interaction Mechanisms via Molecular Simulations. (Doctoral Dissertation). Michigan Technological University. Retrieved from https://digitalcommons.mtu.edu/etdr/478

Chicago Manual of Style (16th Edition):

Zhang, Chao. “Understanding Soil-Water Interaction Mechanisms via Molecular Simulations.” 2017. Doctoral Dissertation, Michigan Technological University. Accessed April 11, 2021. https://digitalcommons.mtu.edu/etdr/478.

MLA Handbook (7th Edition):

Zhang, Chao. “Understanding Soil-Water Interaction Mechanisms via Molecular Simulations.” 2017. Web. 11 Apr 2021.

Vancouver:

Zhang C. Understanding Soil-Water Interaction Mechanisms via Molecular Simulations. [Internet] [Doctoral dissertation]. Michigan Technological University; 2017. [cited 2021 Apr 11]. Available from: https://digitalcommons.mtu.edu/etdr/478.

Council of Science Editors:

Zhang C. Understanding Soil-Water Interaction Mechanisms via Molecular Simulations. [Doctoral Dissertation]. Michigan Technological University; 2017. Available from: https://digitalcommons.mtu.edu/etdr/478


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


Arizona State University

8. Evans, Ashley Elizabeth. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.

Degree: Civil, Environmental and Sustainable Engineering, 2018, Arizona State University

 Laterally-loaded short rigid drilled shaft foundations are the primary foundation used within the electric power transmission line industry. Performance of these laterally loaded foundations is… (more)

Subjects/Keywords: Civil engineering; degradation factor; pressuremeter modulus; shear wave velocity; unsaturated soil mechanics

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APA (6th Edition):

Evans, A. E. (2018). Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/50498

Chicago Manual of Style (16th Edition):

Evans, Ashley Elizabeth. “Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.” 2018. Doctoral Dissertation, Arizona State University. Accessed April 11, 2021. http://repository.asu.edu/items/50498.

MLA Handbook (7th Edition):

Evans, Ashley Elizabeth. “Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.” 2018. Web. 11 Apr 2021.

Vancouver:

Evans AE. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. [Internet] [Doctoral dissertation]. Arizona State University; 2018. [cited 2021 Apr 11]. Available from: http://repository.asu.edu/items/50498.

Council of Science Editors:

Evans AE. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. [Doctoral Dissertation]. Arizona State University; 2018. Available from: http://repository.asu.edu/items/50498


Universidade Federal de Viçosa

9. Gisele Santos Custódio. Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados.

Degree: 2009, Universidade Federal de Viçosa

O presente trabalho refere-se ao estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de dois solos no estado não saturados,… (more)

Subjects/Keywords: Solos não saturados; Mecânica dos solos; Ensaios de laboratório; GEOTECNICA; Unsaturated soils; Soil mechanics; Laboratory tests

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APA (6th Edition):

Custódio, G. S. (2009). Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados. (Thesis). Universidade Federal de Viçosa. Retrieved from http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=2526

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):

Custódio, Gisele Santos. “Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados.” 2009. Thesis, Universidade Federal de Viçosa. Accessed April 11, 2021. http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=2526.

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

MLA Handbook (7th Edition):

Custódio, Gisele Santos. “Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados.” 2009. Web. 11 Apr 2021.

Vancouver:

Custódio GS. Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados. [Internet] [Thesis]. Universidade Federal de Viçosa; 2009. [cited 2021 Apr 11]. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=2526.

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

Council of Science Editors:

Custódio GS. Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados. [Thesis]. Universidade Federal de Viçosa; 2009. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=2526

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

10. Guimarães, Lucas Martins. Determinação das propriedades hidráulicas em solos não saturados utilizando uma centrifuga de pequenas dimensões.

Degree: 2013, Federal University of Viçosa

Made available in DSpace on 2015-03-26T12:34:15Z (GMT). No. of bitstreams: 1 texto completo.pdf: 3072665 bytes, checksum: 5059ff6769784ba9baead96238de083b (MD5) Previous issue date: 2013-05-27

Coordenação de Aperfeiçoamento… (more)

Subjects/Keywords: Condutividade hidráulica não saturada; Solos - Permeabilidade - Equipamento e acessórios; Mecânica do solo; Unsaturated hydraulic conductivity; Soil - Permeability - Equipment and accessories; Soil Mechanics; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL::GEOTECNICA

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APA (6th Edition):

Guimarães, L. M. (2013). Determinação das propriedades hidráulicas em solos não saturados utilizando uma centrifuga de pequenas dimensões. (Doctoral Dissertation). Federal University of Viçosa. Retrieved from http://locus.ufv.br/handle/123456789/845

Chicago Manual of Style (16th Edition):

Guimarães, Lucas Martins. “Determinação das propriedades hidráulicas em solos não saturados utilizando uma centrifuga de pequenas dimensões.” 2013. Doctoral Dissertation, Federal University of Viçosa. Accessed April 11, 2021. http://locus.ufv.br/handle/123456789/845.

MLA Handbook (7th Edition):

Guimarães, Lucas Martins. “Determinação das propriedades hidráulicas em solos não saturados utilizando uma centrifuga de pequenas dimensões.” 2013. Web. 11 Apr 2021.

Vancouver:

Guimarães LM. Determinação das propriedades hidráulicas em solos não saturados utilizando uma centrifuga de pequenas dimensões. [Internet] [Doctoral dissertation]. Federal University of Viçosa; 2013. [cited 2021 Apr 11]. Available from: http://locus.ufv.br/handle/123456789/845.

Council of Science Editors:

Guimarães LM. Determinação das propriedades hidráulicas em solos não saturados utilizando uma centrifuga de pequenas dimensões. [Doctoral Dissertation]. Federal University of Viçosa; 2013. Available from: http://locus.ufv.br/handle/123456789/845

11. Teixeira, Emmanuel Kennedy da Costa. Estudo da influência da infiltração de águas pluviais na estabilidade de um talude de solo residual.

Degree: 2014, Federal University of Viçosa

Made available in DSpace on 2015-03-26T13:28:31Z (GMT). No. of bitstreams: 1 texto completo.pdf: 2857097 bytes, checksum: 6b461d27fbface3dd178a5bbe1ed092c (MD5) Previous issue date: 2014-02-27

Conselho Nacional de… (more)

Subjects/Keywords: Taludes (Mecânica do solo) - Estabilidade; Infiltração de águas pluviais; Solos não saturados; Slopes (Soil Mechanics) - Stability; Infiltration of rainwater; Unsaturated soils; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL::GEOTECNICA

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APA (6th Edition):

Teixeira, E. K. d. C. (2014). Estudo da influência da infiltração de águas pluviais na estabilidade de um talude de solo residual. (Masters Thesis). Federal University of Viçosa. Retrieved from http://locus.ufv.br/handle/123456789/3825

Chicago Manual of Style (16th Edition):

Teixeira, Emmanuel Kennedy da Costa. “Estudo da influência da infiltração de águas pluviais na estabilidade de um talude de solo residual.” 2014. Masters Thesis, Federal University of Viçosa. Accessed April 11, 2021. http://locus.ufv.br/handle/123456789/3825.

MLA Handbook (7th Edition):

Teixeira, Emmanuel Kennedy da Costa. “Estudo da influência da infiltração de águas pluviais na estabilidade de um talude de solo residual.” 2014. Web. 11 Apr 2021.

Vancouver:

Teixeira EKdC. Estudo da influência da infiltração de águas pluviais na estabilidade de um talude de solo residual. [Internet] [Masters thesis]. Federal University of Viçosa; 2014. [cited 2021 Apr 11]. Available from: http://locus.ufv.br/handle/123456789/3825.

Council of Science Editors:

Teixeira EKdC. Estudo da influência da infiltração de águas pluviais na estabilidade de um talude de solo residual. [Masters Thesis]. Federal University of Viçosa; 2014. Available from: http://locus.ufv.br/handle/123456789/3825


University of New South Wales

12. Uchaipichat, Anuchit. Experimental investigation and constitutive modelling of thermo-hydro-mechanical coupling in unsaturated soils.

Degree: Civil & Environmental Engineering, 2005, University of New South Wales

 A thermo-elastic-plastic model for unsaturated soils has been presented based on theeffective stress principle considering the thermo-mechanical and suction couplingeffects. The thermo-elastic-plastic constitutive equations for… (more)

Subjects/Keywords: Soil moisture; Mathematical models; Models; Soil mechanics; Soil structure interaction; Soil heating; Soils; Thermal properties; unsaturated soils

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APA (6th Edition):

Uchaipichat, A. (2005). Experimental investigation and constitutive modelling of thermo-hydro-mechanical coupling in unsaturated soils. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/22068 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:729/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Uchaipichat, Anuchit. “Experimental investigation and constitutive modelling of thermo-hydro-mechanical coupling in unsaturated soils.” 2005. Doctoral Dissertation, University of New South Wales. Accessed April 11, 2021. http://handle.unsw.edu.au/1959.4/22068 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:729/SOURCE02?view=true.

MLA Handbook (7th Edition):

Uchaipichat, Anuchit. “Experimental investigation and constitutive modelling of thermo-hydro-mechanical coupling in unsaturated soils.” 2005. Web. 11 Apr 2021.

Vancouver:

Uchaipichat A. Experimental investigation and constitutive modelling of thermo-hydro-mechanical coupling in unsaturated soils. [Internet] [Doctoral dissertation]. University of New South Wales; 2005. [cited 2021 Apr 11]. Available from: http://handle.unsw.edu.au/1959.4/22068 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:729/SOURCE02?view=true.

Council of Science Editors:

Uchaipichat A. Experimental investigation and constitutive modelling of thermo-hydro-mechanical coupling in unsaturated soils. [Doctoral Dissertation]. University of New South Wales; 2005. Available from: http://handle.unsw.edu.au/1959.4/22068 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:729/SOURCE02?view=true


North Carolina State University

13. Kim, Wan Soo. Influence of Water Infiltration on the Deformation of Mechanically Stabilized Earth (MSE) Walls.

Degree: PhD, Civil Engineering, 2008, North Carolina State University

 The use of locally available soils, often with significant fines contents, clearly has great economic impact on the cost of mechanically stabilized earth (MSE) wall… (more)

Subjects/Keywords: FLAC; infiltration; marginal soil; mechanically stabilized earth (MSE) wall; unsaturated soil mechanics; soil-water characteristic curve (SWCC)

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APA (6th Edition):

Kim, W. S. (2008). Influence of Water Infiltration on the Deformation of Mechanically Stabilized Earth (MSE) Walls. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/5062

Chicago Manual of Style (16th Edition):

Kim, Wan Soo. “Influence of Water Infiltration on the Deformation of Mechanically Stabilized Earth (MSE) Walls.” 2008. Doctoral Dissertation, North Carolina State University. Accessed April 11, 2021. http://www.lib.ncsu.edu/resolver/1840.16/5062.

MLA Handbook (7th Edition):

Kim, Wan Soo. “Influence of Water Infiltration on the Deformation of Mechanically Stabilized Earth (MSE) Walls.” 2008. Web. 11 Apr 2021.

Vancouver:

Kim WS. Influence of Water Infiltration on the Deformation of Mechanically Stabilized Earth (MSE) Walls. [Internet] [Doctoral dissertation]. North Carolina State University; 2008. [cited 2021 Apr 11]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5062.

Council of Science Editors:

Kim WS. Influence of Water Infiltration on the Deformation of Mechanically Stabilized Earth (MSE) Walls. [Doctoral Dissertation]. North Carolina State University; 2008. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5062


Kyoto University

14. FEYZULLAH, GULSEN. Utilization of Geogenic Contaminated Soil in Embankments with Water Interception Approaches .

Degree: 2020, Kyoto University

Subjects/Keywords: Geogenic contaminated soil; Cover soil; Capillary barrier; Unsaturated soil mechanics; SWCC; Drainage layer; Water interception

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APA (6th Edition):

FEYZULLAH, G. (2020). Utilization of Geogenic Contaminated Soil in Embankments with Water Interception Approaches . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/253523

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):

FEYZULLAH, GULSEN. “Utilization of Geogenic Contaminated Soil in Embankments with Water Interception Approaches .” 2020. Thesis, Kyoto University. Accessed April 11, 2021. http://hdl.handle.net/2433/253523.

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

MLA Handbook (7th Edition):

FEYZULLAH, GULSEN. “Utilization of Geogenic Contaminated Soil in Embankments with Water Interception Approaches .” 2020. Web. 11 Apr 2021.

Vancouver:

FEYZULLAH G. Utilization of Geogenic Contaminated Soil in Embankments with Water Interception Approaches . [Internet] [Thesis]. Kyoto University; 2020. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2433/253523.

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

Council of Science Editors:

FEYZULLAH G. Utilization of Geogenic Contaminated Soil in Embankments with Water Interception Approaches . [Thesis]. Kyoto University; 2020. Available from: http://hdl.handle.net/2433/253523

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


Indian Institute of Science

15. Herkal, R N. Constitutive Behaviour Of Partly Saturated Fine Grained Soils.

Degree: PhD, Faculty of Engineering, 2013, Indian Institute of Science

Subjects/Keywords: Soil Mechanics; Soils - Analysis; Saturated Soils; Fine Grained Soils; Unsaturated Soils; Soil Behaviour; Structural Engineering

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

APA (6th Edition):

Herkal, R. N. (2013). Constitutive Behaviour Of Partly Saturated Fine Grained Soils. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/2205

Chicago Manual of Style (16th Edition):

Herkal, R N. “Constitutive Behaviour Of Partly Saturated Fine Grained Soils.” 2013. Doctoral Dissertation, Indian Institute of Science. Accessed April 11, 2021. http://etd.iisc.ac.in/handle/2005/2205.

MLA Handbook (7th Edition):

Herkal, R N. “Constitutive Behaviour Of Partly Saturated Fine Grained Soils.” 2013. Web. 11 Apr 2021.

Vancouver:

Herkal RN. Constitutive Behaviour Of Partly Saturated Fine Grained Soils. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2013. [cited 2021 Apr 11]. Available from: http://etd.iisc.ac.in/handle/2005/2205.

Council of Science Editors:

Herkal RN. Constitutive Behaviour Of Partly Saturated Fine Grained Soils. [Doctoral Dissertation]. Indian Institute of Science; 2013. Available from: http://etd.iisc.ac.in/handle/2005/2205


Georgia Tech

16. Cutts, Ross Evan. Experimental investigation of the influence of surface energy and pore fluid characteristics on the behavior of partially saturated coarse-grained soils.

Degree: MS, Civil and Environmental Engineering, 2009, Georgia Tech

 In this study, the behavior of partially saturated coarse-grained soil packings was studied as a function of solid surface composition and aqueous salt concentration. The… (more)

Subjects/Keywords: Surface energy; Unsaturated coarse grained soil; Surface energy; Soil mechanics; Fluid dynamics; Hydrophobic surfaces

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APA (6th Edition):

Cutts, R. E. (2009). Experimental investigation of the influence of surface energy and pore fluid characteristics on the behavior of partially saturated coarse-grained soils. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/29724

Chicago Manual of Style (16th Edition):

Cutts, Ross Evan. “Experimental investigation of the influence of surface energy and pore fluid characteristics on the behavior of partially saturated coarse-grained soils.” 2009. Masters Thesis, Georgia Tech. Accessed April 11, 2021. http://hdl.handle.net/1853/29724.

MLA Handbook (7th Edition):

Cutts, Ross Evan. “Experimental investigation of the influence of surface energy and pore fluid characteristics on the behavior of partially saturated coarse-grained soils.” 2009. Web. 11 Apr 2021.

Vancouver:

Cutts RE. Experimental investigation of the influence of surface energy and pore fluid characteristics on the behavior of partially saturated coarse-grained soils. [Internet] [Masters thesis]. Georgia Tech; 2009. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1853/29724.

Council of Science Editors:

Cutts RE. Experimental investigation of the influence of surface energy and pore fluid characteristics on the behavior of partially saturated coarse-grained soils. [Masters Thesis]. Georgia Tech; 2009. Available from: http://hdl.handle.net/1853/29724


ETH Zürich

17. Lecher, Kurt. Kapillarität und Sickerströmung in ungesättigten, nichtbindigen Böden.

Degree: 1964, ETH Zürich

Subjects/Keywords: SICKERSTRÖMUNG + KAPILLARWIRKUNGEN (BODENMECHANIK); UNGESÄTTIGTE BÖDEN (BODENMECHANIK); NICHTBINDIGE BÖDEN (BODENMECHANIK); SEEPAGE FLOW + CAPILLARY EFFECTS (SOIL MECHANICS); UNSATURATED SOILS (SOIL MECHANICS); COHESIONLESS SOILS (SOIL MECHANICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Lecher, K. (1964). Kapillarität und Sickerströmung in ungesättigten, nichtbindigen Böden. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/131604

Chicago Manual of Style (16th Edition):

Lecher, Kurt. “Kapillarität und Sickerströmung in ungesättigten, nichtbindigen Böden.” 1964. Doctoral Dissertation, ETH Zürich. Accessed April 11, 2021. http://hdl.handle.net/20.500.11850/131604.

MLA Handbook (7th Edition):

Lecher, Kurt. “Kapillarität und Sickerströmung in ungesättigten, nichtbindigen Böden.” 1964. Web. 11 Apr 2021.

Vancouver:

Lecher K. Kapillarität und Sickerströmung in ungesättigten, nichtbindigen Böden. [Internet] [Doctoral dissertation]. ETH Zürich; 1964. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/20.500.11850/131604.

Council of Science Editors:

Lecher K. Kapillarität und Sickerströmung in ungesättigten, nichtbindigen Böden. [Doctoral Dissertation]. ETH Zürich; 1964. Available from: http://hdl.handle.net/20.500.11850/131604


University of Oxford

18. van Damme, Myron. Modelling embankment breaching due to overflow.

Degree: PhD, 2014, University of Oxford

 Correct modelling of embankment breach formation is essential for an accurate assessment of the associated flood risk. Modelling breach formation due to overflow requires a… (more)

Subjects/Keywords: 627; Fluid mechanics (mathematics); Numerical analysis; Ordinary differential equations; Partial differential equations; Applications and algorithms; Program development and tools; Civil engineering; Dynamics and ocean and coastal engieneering; Geotechnical engineering; Mathematical modeling (engineering); fluid dynamics; embankments; breach; Navier-Stokes; unsaturated soil; erosion

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APA (6th Edition):

van Damme, M. (2014). Modelling embankment breaching due to overflow. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:57d0c96f-1a8a-4e00-82a4-585f3d337ad6 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.604493

Chicago Manual of Style (16th Edition):

van Damme, Myron. “Modelling embankment breaching due to overflow.” 2014. Doctoral Dissertation, University of Oxford. Accessed April 11, 2021. http://ora.ox.ac.uk/objects/uuid:57d0c96f-1a8a-4e00-82a4-585f3d337ad6 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.604493.

MLA Handbook (7th Edition):

van Damme, Myron. “Modelling embankment breaching due to overflow.” 2014. Web. 11 Apr 2021.

Vancouver:

van Damme M. Modelling embankment breaching due to overflow. [Internet] [Doctoral dissertation]. University of Oxford; 2014. [cited 2021 Apr 11]. Available from: http://ora.ox.ac.uk/objects/uuid:57d0c96f-1a8a-4e00-82a4-585f3d337ad6 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.604493.

Council of Science Editors:

van Damme M. Modelling embankment breaching due to overflow. [Doctoral Dissertation]. University of Oxford; 2014. Available from: http://ora.ox.ac.uk/objects/uuid:57d0c96f-1a8a-4e00-82a4-585f3d337ad6 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.604493


University of Kentucky

19. Liu, Yinhui. THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS.

Degree: 2005, University of Kentucky

 Pavement subsurface drainage systems (PSDS) are designed to drain the entrapped water out of pavement. To investigate the effects of various factors on the performance… (more)

Subjects/Keywords: Pavement Subsurface Drainage; 3-D Finite Element Modeling; Unsaturated Soil Mechanics; Hydraulic Property Prediction; Rainfall Event Description

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

APA (6th Edition):

Liu, Y. (2005). THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/gradschool_diss/311

Chicago Manual of Style (16th Edition):

Liu, Yinhui. “THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS.” 2005. Doctoral Dissertation, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/gradschool_diss/311.

MLA Handbook (7th Edition):

Liu, Yinhui. “THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS.” 2005. Web. 11 Apr 2021.

Vancouver:

Liu Y. THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS. [Internet] [Doctoral dissertation]. University of Kentucky; 2005. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/gradschool_diss/311.

Council of Science Editors:

Liu Y. THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS. [Doctoral Dissertation]. University of Kentucky; 2005. Available from: https://uknowledge.uky.edu/gradschool_diss/311


Indian Institute of Science

20. Hari Prasad, K S. Analysis Of Unsaturated Flow In Soils : Numerical Modelling And Applications.

Degree: PhD, Faculty of Engineering, 2012, Indian Institute of Science

Subjects/Keywords: Soil Mechanics; Unsaturated Flow Model; Soi1 Moisture Dynamics; Galerkin Finite Element Method; Structural Engineering

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APA (6th Edition):

Hari Prasad, K. S. (2012). Analysis Of Unsaturated Flow In Soils : Numerical Modelling And Applications. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/1700

Chicago Manual of Style (16th Edition):

Hari Prasad, K S. “Analysis Of Unsaturated Flow In Soils : Numerical Modelling And Applications.” 2012. Doctoral Dissertation, Indian Institute of Science. Accessed April 11, 2021. http://etd.iisc.ac.in/handle/2005/1700.

MLA Handbook (7th Edition):

Hari Prasad, K S. “Analysis Of Unsaturated Flow In Soils : Numerical Modelling And Applications.” 2012. Web. 11 Apr 2021.

Vancouver:

Hari Prasad KS. Analysis Of Unsaturated Flow In Soils : Numerical Modelling And Applications. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2012. [cited 2021 Apr 11]. Available from: http://etd.iisc.ac.in/handle/2005/1700.

Council of Science Editors:

Hari Prasad KS. Analysis Of Unsaturated Flow In Soils : Numerical Modelling And Applications. [Doctoral Dissertation]. Indian Institute of Science; 2012. Available from: http://etd.iisc.ac.in/handle/2005/1700

21. Custódio, Gisele Santos. Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados.

Degree: 2009, Federal University of Viçosa

Made available in DSpace on 2015-03-26T12:34:08Z (GMT). No. of bitstreams: 1 texto completo.pdf: 5076081 bytes, checksum: 0a044ecc33e25eef86e3ed669caa4ac9 (MD5) Previous issue date: 2009-08-31

Coordenação de Aperfeiçoamento… (more)

Subjects/Keywords: Solos não saturados; Mecânica dos solos; Ensaios de laboratório; Unsaturated soils; Soil mechanics; Laboratory tests; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL::GEOTECNICA

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APA (6th Edition):

Custódio, G. S. (2009). Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados. (Doctoral Dissertation). Federal University of Viçosa. Retrieved from http://locus.ufv.br/handle/123456789/818

Chicago Manual of Style (16th Edition):

Custódio, Gisele Santos. “Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados.” 2009. Doctoral Dissertation, Federal University of Viçosa. Accessed April 11, 2021. http://locus.ufv.br/handle/123456789/818.

MLA Handbook (7th Edition):

Custódio, Gisele Santos. “Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados.” 2009. Web. 11 Apr 2021.

Vancouver:

Custódio GS. Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados. [Internet] [Doctoral dissertation]. Federal University of Viçosa; 2009. [cited 2021 Apr 11]. Available from: http://locus.ufv.br/handle/123456789/818.

Council of Science Editors:

Custódio GS. Estudo do efeito combinado da estrutura e da sucção sobre o comportamento mecânico de solos não saturados. [Doctoral Dissertation]. Federal University of Viçosa; 2009. Available from: http://locus.ufv.br/handle/123456789/818

22. Jorge Eduardo da Silva Gomes. Estudo sobre fatores que influenciam a acurácia do método do papel-filtro.

Degree: 2007, University of São Paulo

 O objetivo do presente trabalho é verificar a susceptibilidade do método do papel-filtro a variações em três parâmetros de ensaio: a rugosidade do meio poroso… (more)

Subjects/Keywords: Mecânica dos solos; Método do papel-filtro; Solos não saturados; Sucção; Técnicas de medição de sucção; Filter-paper method; Soil mechanics; Suction; Suction measurement techniques; Unsaturated soils

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APA (6th Edition):

Gomes, J. E. d. S. (2007). Estudo sobre fatores que influenciam a acurácia do método do papel-filtro. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-06072007-152808/

Chicago Manual of Style (16th Edition):

Gomes, Jorge Eduardo da Silva. “Estudo sobre fatores que influenciam a acurácia do método do papel-filtro.” 2007. Masters Thesis, University of São Paulo. Accessed April 11, 2021. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-06072007-152808/.

MLA Handbook (7th Edition):

Gomes, Jorge Eduardo da Silva. “Estudo sobre fatores que influenciam a acurácia do método do papel-filtro.” 2007. Web. 11 Apr 2021.

Vancouver:

Gomes JEdS. Estudo sobre fatores que influenciam a acurácia do método do papel-filtro. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2021 Apr 11]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-06072007-152808/.

Council of Science Editors:

Gomes JEdS. Estudo sobre fatores que influenciam a acurácia do método do papel-filtro. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-06072007-152808/


ETH Zürich

23. Askarinejad, Amin. Failure mechanisms in unsaturated silty sand slopes triggered by rainfall.

Degree: 2013, ETH Zürich

Subjects/Keywords: PORE WATER (SEDIMENTARY ENVIRONMENT); CLIMATIC FLUCTUATIONS (CLIMATOLOGY); RÜDLINGEN (CANTON OF SCHAFFHAUSEN); NIEDERSCHLAGSMENGE + ISOHYETEN + REGENMENGE (METEOROLOGIE); KLIMASCHWANKUNGEN (KLIMATOLOGIE); LANDSLIDES (GEOMORPHOLOGY); PORE WATER PRESSURE + CAPILLARY PRESSURE + UPLIFT PRESSURE (SOIL MECHANICS); PRECIPITATION AMOUNT + ISOHYETS (METEOROLOGY); RÜDLINGEN (KANTON SCHAFFHAUSEN); UNGESÄTTIGTE BÖDEN (BODENMECHANIK); NATURAL HAZARDS + NATURAL CATASTROPHES; NATURGEFAHREN + NATURKATASTROPHEN; PORENWASSERDRUCK + KAPILLARDRUCK + AUFTRIEBDRUCK (BODENMECHANIK); BODENMECHANIK (BAUINGENIEURWESEN); SOIL MECHANICS (CIVIL ENGINEERING); UNSATURATED SOILS (SOIL MECHANICS); RUTSCHUNGEN (GEOMORPHOLOGIE); PORENWASSER (ABLAGERUNGSMILIEU); info:eu-repo/classification/ddc/550; info:eu-repo/classification/ddc/560; Earth sciences; Paleontology, paleozoology

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

APA (6th Edition):

Askarinejad, A. (2013). Failure mechanisms in unsaturated silty sand slopes triggered by rainfall. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/74159

Chicago Manual of Style (16th Edition):

Askarinejad, Amin. “Failure mechanisms in unsaturated silty sand slopes triggered by rainfall.” 2013. Doctoral Dissertation, ETH Zürich. Accessed April 11, 2021. http://hdl.handle.net/20.500.11850/74159.

MLA Handbook (7th Edition):

Askarinejad, Amin. “Failure mechanisms in unsaturated silty sand slopes triggered by rainfall.” 2013. Web. 11 Apr 2021.

Vancouver:

Askarinejad A. Failure mechanisms in unsaturated silty sand slopes triggered by rainfall. [Internet] [Doctoral dissertation]. ETH Zürich; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/20.500.11850/74159.

Council of Science Editors:

Askarinejad A. Failure mechanisms in unsaturated silty sand slopes triggered by rainfall. [Doctoral Dissertation]. ETH Zürich; 2013. Available from: http://hdl.handle.net/20.500.11850/74159


ETH Zürich

24. Fan, Linfeng. Catchment scale prediction of rainfall-induced landslides and subsequent debris flows on heterogeneous hillslopes.

Degree: 2016, ETH Zürich

Subjects/Keywords: BERGHANG/RUTSCHUNGEN (ABLAGERUNGSMILIEU); MOUND CONGLOMERATIONS + MUDFLOW CONGLOMERATIONS (GEOMORPHOLOGY); HILLSLOPE/SEDIMENT TRANSPORT (SEDIMENTARY ENVIRONMENT); BODENVERFORMUNGEN + BODENBEWEGUNGEN (BODENMECHANIK); BÖSCHUNGSBRUCH + BÖSCHUNGSRUTSCHUNGEN (BODENMECHANIK); UNGESÄTTIGTE BÖDEN (BODENMECHANIK); SLOPE FAILURE (SOIL MECHANICS); NATURAL HAZARDS + NATURAL CATASTROPHES; NATURGEFAHREN + NATURKATASTROPHEN; NIEDERSCHLAG-ABFLUSSVERHÄLTNIS (HYDROLOGIE); SOIL STABILITY + SLIDE SURFACES + SLIP SURFACES (SOIL MECHANICS); UNSATURATED SOILS (SOIL MECHANICS); SCHLAMMSTRÖME + MUREN + MURGÄNGE (GEOMORPHOLOGIE); RAINFALL-RUNOFF RELATION (HYDROLOGY); BODENSTANDFESTIGKEIT + GLEITFLÄCHEN + RUTSCHFLÄCHEN (BODENMECHANIK); GROUND DEFORMATIONS + GROUND MOVEMENTS (SOIL MECHANICS); info:eu-repo/classification/ddc/550; info:eu-repo/classification/ddc/550; info:eu-repo/classification/ddc/630; Earth sciences; Earth sciences; Agriculture

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APA (6th Edition):

Fan, L. (2016). Catchment scale prediction of rainfall-induced landslides and subsequent debris flows on heterogeneous hillslopes. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/123078

Chicago Manual of Style (16th Edition):

Fan, Linfeng. “Catchment scale prediction of rainfall-induced landslides and subsequent debris flows on heterogeneous hillslopes.” 2016. Doctoral Dissertation, ETH Zürich. Accessed April 11, 2021. http://hdl.handle.net/20.500.11850/123078.

MLA Handbook (7th Edition):

Fan, Linfeng. “Catchment scale prediction of rainfall-induced landslides and subsequent debris flows on heterogeneous hillslopes.” 2016. Web. 11 Apr 2021.

Vancouver:

Fan L. Catchment scale prediction of rainfall-induced landslides and subsequent debris flows on heterogeneous hillslopes. [Internet] [Doctoral dissertation]. ETH Zürich; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/20.500.11850/123078.

Council of Science Editors:

Fan L. Catchment scale prediction of rainfall-induced landslides and subsequent debris flows on heterogeneous hillslopes. [Doctoral Dissertation]. ETH Zürich; 2016. Available from: http://hdl.handle.net/20.500.11850/123078


ETH Zürich

25. Mayor, Pierre A. Verhalten eines Flussdammes unter wiederholter Hochwasserbelastung.

Degree: 2013, ETH Zürich

Subjects/Keywords: RIVER DYKES (HYDRAULIC ENGINEERING); BODENUNTERSUCHUNG (BODENMECHANIK); SOIL INVESTIGATION (SOIL MECHANICS); RHONE (WESTEUROPÄISCHE FLÜSSE); FLUSSDEICHE (WASSERBAU); HYDROLOGICAL MODELS + MATHEMATICAL MODELLING IN HYDROLOGY; VISP, ORT (KANTON WALLIS); UNGESÄTTIGTE BÖDEN (BODENMECHANIK); FLOOD PROTECTION + FLOOD DEFENCE (HYDRAULIC ENGINEERING); EARTH DAMS + ROCKFILL DAMS + GRAVITY DAMS (HYDRAULIC STRUCTURES); RHONE (WEST EUROPEAN RIVERS); VISP, LOCALITY (CANTON OF VALAIS); ANALYSIS IN SOIL MECHANICS (CIVIL ENGINEERING); HYDROLOGISCHE MODELLE + HYDROLOGISCHE MODELLRECHNUNG; UNSATURATED SOILS (SOIL MECHANICS); HOCHWASSERSCHUTZ (WASSERBAU); ERDDÄMME + SCHÜTTDÄMME + GEWICHTSSTAUMAUERN (WASSERBAUTEN); BODENMECHANISCHE BERECHNUNG (BAUINGENIEURWESEN); info:eu-repo/classification/ddc/624; info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/550; Civil engineering; Engineering & allied operations; Earth sciences

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

APA (6th Edition):

Mayor, P. A. (2013). Verhalten eines Flussdammes unter wiederholter Hochwasserbelastung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/75095

Chicago Manual of Style (16th Edition):

Mayor, Pierre A. “Verhalten eines Flussdammes unter wiederholter Hochwasserbelastung.” 2013. Doctoral Dissertation, ETH Zürich. Accessed April 11, 2021. http://hdl.handle.net/20.500.11850/75095.

MLA Handbook (7th Edition):

Mayor, Pierre A. “Verhalten eines Flussdammes unter wiederholter Hochwasserbelastung.” 2013. Web. 11 Apr 2021.

Vancouver:

Mayor PA. Verhalten eines Flussdammes unter wiederholter Hochwasserbelastung. [Internet] [Doctoral dissertation]. ETH Zürich; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/20.500.11850/75095.

Council of Science Editors:

Mayor PA. Verhalten eines Flussdammes unter wiederholter Hochwasserbelastung. [Doctoral Dissertation]. ETH Zürich; 2013. Available from: http://hdl.handle.net/20.500.11850/75095

.