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You searched for subject:(soil water characteristic curve). Showing records 1 – 30 of 48023 total matches.

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Texas A&M University

1. Sahin, Hakan. Characterization of Expansive Soil For Retaining Wall Design.

Degree: 2012, Texas A&M University

 The current design procedure for cantilever structures on spread footings in the Texas Department of Transportation (TxDOT) is based on horizontal pressure that is calculated… (more)

Subjects/Keywords: expansive soil; retaining wall; soil water characteristic curve (SWCC)

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APA (6th Edition):

Sahin, H. (2012). Characterization of Expansive Soil For Retaining Wall Design. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505

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

Chicago Manual of Style (16th Edition):

Sahin, Hakan. “Characterization of Expansive Soil For Retaining Wall Design.” 2012. Thesis, Texas A&M University. Accessed April 02, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505.

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

MLA Handbook (7th Edition):

Sahin, Hakan. “Characterization of Expansive Soil For Retaining Wall Design.” 2012. Web. 02 Apr 2020.

Vancouver:

Sahin H. Characterization of Expansive Soil For Retaining Wall Design. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505.

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

Council of Science Editors:

Sahin H. Characterization of Expansive Soil For Retaining Wall Design. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505

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


University of Missouri – Columbia

2. Jaafar, Rani. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.

Degree: 2012, University of Missouri – Columbia

 A large portion, if not the majority, of conditions encountered in geotechnical engineering practice involves unsaturated soil. Practical problems include precipitation-induced slope stability failures, expansive… (more)

Subjects/Keywords: unsaturated soil; soil-water characteristic curve; hydraulic conductivity function; strength parameters

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APA (6th Edition):

Jaafar, R. (2012). Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. (Thesis). University of Missouri – Columbia. Retrieved from https://doi.org/10.32469/10355/36672

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):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Thesis, University of Missouri – Columbia. Accessed April 02, 2020. https://doi.org/10.32469/10355/36672.

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

MLA Handbook (7th Edition):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Web. 02 Apr 2020.

Vancouver:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2020 Apr 02]. Available from: https://doi.org/10.32469/10355/36672.

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

Council of Science Editors:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Thesis]. University of Missouri – Columbia; 2012. Available from: https://doi.org/10.32469/10355/36672

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


University of Missouri – Columbia

3. Jaafar, Rani. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.

Degree: 2012, University of Missouri – Columbia

 A large portion, if not the majority, of conditions encountered in geotechnical engineering practice involves unsaturated soil. Practical problems include precipitation-induced slope stability failures, expansive… (more)

Subjects/Keywords: unsaturated soil; soil-water characteristic curve; hydraulic conductivity function; strength parameters

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APA (6th Edition):

Jaafar, R. (2012). Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/36672

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):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Thesis, University of Missouri – Columbia. Accessed April 02, 2020. http://hdl.handle.net/10355/36672.

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

MLA Handbook (7th Edition):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Web. 02 Apr 2020.

Vancouver:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10355/36672.

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

Council of Science Editors:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Thesis]. University of Missouri – Columbia; 2012. Available from: http://hdl.handle.net/10355/36672

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


University of New South Wales

4. Yousefnia Pasha, Amin. Study of water retention curve for deformable porous media.

Degree: Civil & Environmental Engineering, 2016, University of New South Wales

 The water retention curve (WRC) is a fundamental property of porous media that has extensive applications in different science and engineering disciplines. Past experimental evidence… (more)

Subjects/Keywords: Soil water characteristic curve; Unsaturated soils; Water Retention Curve; Hydromechanical coupling; deformable porous media

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APA (6th Edition):

Yousefnia Pasha, A. (2016). Study of water retention curve for deformable porous media. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Yousefnia Pasha, Amin. “Study of water retention curve for deformable porous media.” 2016. Doctoral Dissertation, University of New South Wales. Accessed April 02, 2020. http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true.

MLA Handbook (7th Edition):

Yousefnia Pasha, Amin. “Study of water retention curve for deformable porous media.” 2016. Web. 02 Apr 2020.

Vancouver:

Yousefnia Pasha A. Study of water retention curve for deformable porous media. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2020 Apr 02]. Available from: http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true.

Council of Science Editors:

Yousefnia Pasha A. Study of water retention curve for deformable porous media. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true


University of South Carolina

5. Awad, Muwafaq. Experimental Investigation of Hydraulic Effects on Unsaturated Soils Behaviors.

Degree: PhD, Civil and Environmental Engineering, 2019, University of South Carolina

  Geo-structures are frequently constructed in or on soils with unsaturated conditions and are subjected to variations of moisture contents due to seasonal changes. Even… (more)

Subjects/Keywords: Civil Engineering; soil water; constant water; Geo-structures; soil water characteristic curve

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APA (6th Edition):

Awad, M. (2019). Experimental Investigation of Hydraulic Effects on Unsaturated Soils Behaviors. (Doctoral Dissertation). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/5512

Chicago Manual of Style (16th Edition):

Awad, Muwafaq. “Experimental Investigation of Hydraulic Effects on Unsaturated Soils Behaviors.” 2019. Doctoral Dissertation, University of South Carolina. Accessed April 02, 2020. https://scholarcommons.sc.edu/etd/5512.

MLA Handbook (7th Edition):

Awad, Muwafaq. “Experimental Investigation of Hydraulic Effects on Unsaturated Soils Behaviors.” 2019. Web. 02 Apr 2020.

Vancouver:

Awad M. Experimental Investigation of Hydraulic Effects on Unsaturated Soils Behaviors. [Internet] [Doctoral dissertation]. University of South Carolina; 2019. [cited 2020 Apr 02]. Available from: https://scholarcommons.sc.edu/etd/5512.

Council of Science Editors:

Awad M. Experimental Investigation of Hydraulic Effects on Unsaturated Soils Behaviors. [Doctoral Dissertation]. University of South Carolina; 2019. Available from: https://scholarcommons.sc.edu/etd/5512


Louisiana State University

6. Jang, Jungyeon. Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR.

Degree: MSCE, Civil and Environmental Engineering, 2015, Louisiana State University

 The objective of this study is to investigate the characteristics of biopolymers and to examine their application for soil stabilization and oil production. Biopolymers, the… (more)

Subjects/Keywords: enhanced oil recovery; biopolymer; microfluidic; soil-water characteristic curve; unsaturated soils

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APA (6th Edition):

Jang, J. (2015). Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR. (Masters Thesis). Louisiana State University. Retrieved from etd-06242015-013156 ; https://digitalcommons.lsu.edu/gradschool_theses/3671

Chicago Manual of Style (16th Edition):

Jang, Jungyeon. “Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR.” 2015. Masters Thesis, Louisiana State University. Accessed April 02, 2020. etd-06242015-013156 ; https://digitalcommons.lsu.edu/gradschool_theses/3671.

MLA Handbook (7th Edition):

Jang, Jungyeon. “Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR.” 2015. Web. 02 Apr 2020.

Vancouver:

Jang J. Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR. [Internet] [Masters thesis]. Louisiana State University; 2015. [cited 2020 Apr 02]. Available from: etd-06242015-013156 ; https://digitalcommons.lsu.edu/gradschool_theses/3671.

Council of Science Editors:

Jang J. Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR. [Masters Thesis]. Louisiana State University; 2015. Available from: etd-06242015-013156 ; https://digitalcommons.lsu.edu/gradschool_theses/3671


Louisiana State University

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Pokhrel, Dev Raj. “Hydro mechanical behavior of unsaturated soil subjected to drying.” 2009. Masters Thesis, Louisiana State University. Accessed April 02, 2020. etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506.

MLA Handbook (7th Edition):

Pokhrel, Dev Raj. “Hydro mechanical behavior of unsaturated soil subjected to drying.” 2009. Web. 02 Apr 2020.

Vancouver:

Pokhrel DR. Hydro mechanical behavior of unsaturated soil subjected to drying. [Internet] [Masters thesis]. Louisiana State University; 2009. [cited 2020 Apr 02]. Available from: etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506.

Council of Science Editors:

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


University of Ottawa

8. Tu, Hongyu. Prediction of the Variation of Swelling Pressure and 1-D Heave of Expansive Soils with respect to Suction .

Degree: 2015, University of Ottawa

 The one-dimensional (1-D) potential heave (or swell strain) of expansive soil is conventionally estimated using the swelling pressure and swelling index values which are determined… (more)

Subjects/Keywords: Expansive soil; Swelling pressure; Ground Heave; Soil suction; Soil-water characteristic curve

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APA (6th Edition):

Tu, H. (2015). Prediction of the Variation of Swelling Pressure and 1-D Heave of Expansive Soils with respect to Suction . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/32515

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):

Tu, Hongyu. “Prediction of the Variation of Swelling Pressure and 1-D Heave of Expansive Soils with respect to Suction .” 2015. Thesis, University of Ottawa. Accessed April 02, 2020. http://hdl.handle.net/10393/32515.

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

MLA Handbook (7th Edition):

Tu, Hongyu. “Prediction of the Variation of Swelling Pressure and 1-D Heave of Expansive Soils with respect to Suction .” 2015. Web. 02 Apr 2020.

Vancouver:

Tu H. Prediction of the Variation of Swelling Pressure and 1-D Heave of Expansive Soils with respect to Suction . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10393/32515.

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

Council of Science Editors:

Tu H. Prediction of the Variation of Swelling Pressure and 1-D Heave of Expansive Soils with respect to Suction . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/32515

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

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

Degree: MS, Civil and Environmental 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 02, 2020. 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. 02 Apr 2020.

Vancouver:

Cuceoglu F. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Apr 02]. 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


Arizona State University

10. Torres Hernandez, Gustavo. Estimating the Soil-Water Characteristic Curve Using Grain Size Analysis and Plasticity Index.

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

 The infrastructure is built in Unsaturated Soils. However, the geotechnical practitioners insist in designing the structures based on Saturated Soil Mechanics. The design of structures… (more)

Subjects/Keywords: Civil Engineering; Grain-Size Distribution; Soil Index Properties; Soil-Water Characteristic Curve

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APA (6th Edition):

Torres Hernandez, G. (2011). Estimating the Soil-Water Characteristic Curve Using Grain Size Analysis and Plasticity Index. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/9215

Chicago Manual of Style (16th Edition):

Torres Hernandez, Gustavo. “Estimating the Soil-Water Characteristic Curve Using Grain Size Analysis and Plasticity Index.” 2011. Masters Thesis, Arizona State University. Accessed April 02, 2020. http://repository.asu.edu/items/9215.

MLA Handbook (7th Edition):

Torres Hernandez, Gustavo. “Estimating the Soil-Water Characteristic Curve Using Grain Size Analysis and Plasticity Index.” 2011. Web. 02 Apr 2020.

Vancouver:

Torres Hernandez G. Estimating the Soil-Water Characteristic Curve Using Grain Size Analysis and Plasticity Index. [Internet] [Masters thesis]. Arizona State University; 2011. [cited 2020 Apr 02]. Available from: http://repository.asu.edu/items/9215.

Council of Science Editors:

Torres Hernandez G. Estimating the Soil-Water Characteristic Curve Using Grain Size Analysis and Plasticity Index. [Masters Thesis]. Arizona State University; 2011. Available from: http://repository.asu.edu/items/9215


University of Kentucky

11. 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 02, 2020. 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. 02 Apr 2020.

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 2020 Apr 02]. 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


University of Arkansas

12. Ishimwe, Elvis. Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions.

Degree: MSCE, 2014, University of Arkansas

  A compacted clay liner (test pad) was constructed and instrumented with volumetric water content and soil matric potential sensors to determine soil water characteristic(more)

Subjects/Keywords: Hydraulic Conductivity Functions; Soil Water Characteristic Curve; Unsaturated Soil Properties; Civil Engineering; Geophysics and Seismology; Geotechnical Engineering

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APA (6th Edition):

Ishimwe, E. (2014). Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2158

Chicago Manual of Style (16th Edition):

Ishimwe, Elvis. “Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions.” 2014. Masters Thesis, University of Arkansas. Accessed April 02, 2020. https://scholarworks.uark.edu/etd/2158.

MLA Handbook (7th Edition):

Ishimwe, Elvis. “Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions.” 2014. Web. 02 Apr 2020.

Vancouver:

Ishimwe E. Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions. [Internet] [Masters thesis]. University of Arkansas; 2014. [cited 2020 Apr 02]. Available from: https://scholarworks.uark.edu/etd/2158.

Council of Science Editors:

Ishimwe E. Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions. [Masters Thesis]. University of Arkansas; 2014. Available from: https://scholarworks.uark.edu/etd/2158


Universidade do Rio Grande do Sul

13. Vivian, Juliana Baum. Utilização do método do papel filtro para a determinação das curvas características de um solo coluvionar não saturado contaminado com óleo diesel.

Degree: 2008, Universidade do Rio Grande do Sul

 Para a determinação do comportamento de um solo não saturado, é necessária a identificação da sua curva característica, que representa a capacidade de armazenamento de… (more)

Subjects/Keywords: Solo coluvionar; Unsaturated soil; Contamination; Solo não-saturado; Ensaios (Engenharia); Soil-water characteristic curve; Solo contaminado

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APA (6th Edition):

Vivian, J. B. (2008). Utilização do método do papel filtro para a determinação das curvas características de um solo coluvionar não saturado contaminado com óleo diesel. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/14377

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):

Vivian, Juliana Baum. “Utilização do método do papel filtro para a determinação das curvas características de um solo coluvionar não saturado contaminado com óleo diesel.” 2008. Thesis, Universidade do Rio Grande do Sul. Accessed April 02, 2020. http://hdl.handle.net/10183/14377.

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

MLA Handbook (7th Edition):

Vivian, Juliana Baum. “Utilização do método do papel filtro para a determinação das curvas características de um solo coluvionar não saturado contaminado com óleo diesel.” 2008. Web. 02 Apr 2020.

Vancouver:

Vivian JB. Utilização do método do papel filtro para a determinação das curvas características de um solo coluvionar não saturado contaminado com óleo diesel. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10183/14377.

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

Council of Science Editors:

Vivian JB. Utilização do método do papel filtro para a determinação das curvas características de um solo coluvionar não saturado contaminado com óleo diesel. [Thesis]. Universidade do Rio Grande do Sul; 2008. Available from: http://hdl.handle.net/10183/14377

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


Virginia Tech

14. Nam, Soonkie. Effects of Reservoir Releases on Slope Stability and Bank Erosion.

Degree: PhD, Civil Engineering, 2011, Virginia Tech

 Reservoir release patterns are determined by a number of purposes, the most fundamental of which is to manage water resources for human use. Managing our… (more)

Subjects/Keywords: transient seepage; slope stability; bank erosion; unsaturated shear strength; soil water characteristic curve (SWCC); multistage direct shear test; Roanoke River

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APA (6th Edition):

Nam, S. (2011). Effects of Reservoir Releases on Slope Stability and Bank Erosion. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/77114

Chicago Manual of Style (16th Edition):

Nam, Soonkie. “Effects of Reservoir Releases on Slope Stability and Bank Erosion.” 2011. Doctoral Dissertation, Virginia Tech. Accessed April 02, 2020. http://hdl.handle.net/10919/77114.

MLA Handbook (7th Edition):

Nam, Soonkie. “Effects of Reservoir Releases on Slope Stability and Bank Erosion.” 2011. Web. 02 Apr 2020.

Vancouver:

Nam S. Effects of Reservoir Releases on Slope Stability and Bank Erosion. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10919/77114.

Council of Science Editors:

Nam S. Effects of Reservoir Releases on Slope Stability and Bank Erosion. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/77114


University of Arkansas

15. Garner, Cyrus D. Development of a Multiband Remote Sensing System for Determination of Unsaturated Soil Properties.

Degree: PhD, 2017, University of Arkansas

  A multiband system including active microwave sensing and visible-near infrared reflectance spectroscopy was developed to measure unsaturated soil properties in both field and laboratory… (more)

Subjects/Keywords: Biological sciences; Applied sciences; Earth sciences; Proximal sensing; Remote sensing; Soil water characteristic curve; Unsaturated soils; Geotechnical Engineering; Remote Sensing; Soil Science

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

APA (6th Edition):

Garner, C. D. (2017). Development of a Multiband Remote Sensing System for Determination of Unsaturated Soil Properties. (Doctoral Dissertation). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/1869

Chicago Manual of Style (16th Edition):

Garner, Cyrus D. “Development of a Multiband Remote Sensing System for Determination of Unsaturated Soil Properties.” 2017. Doctoral Dissertation, University of Arkansas. Accessed April 02, 2020. https://scholarworks.uark.edu/etd/1869.

MLA Handbook (7th Edition):

Garner, Cyrus D. “Development of a Multiband Remote Sensing System for Determination of Unsaturated Soil Properties.” 2017. Web. 02 Apr 2020.

Vancouver:

Garner CD. Development of a Multiband Remote Sensing System for Determination of Unsaturated Soil Properties. [Internet] [Doctoral dissertation]. University of Arkansas; 2017. [cited 2020 Apr 02]. Available from: https://scholarworks.uark.edu/etd/1869.

Council of Science Editors:

Garner CD. Development of a Multiband Remote Sensing System for Determination of Unsaturated Soil Properties. [Doctoral Dissertation]. University of Arkansas; 2017. Available from: https://scholarworks.uark.edu/etd/1869


Arizona State University

16. Elkeshky, Maie Mohamed. Temperature Effect on the Soil Water Retention Characteristic.

Degree: MS, Civil Engineering, 2011, Arizona State University

 The importance of unsaturated soil behavior stems from the fact that a vast majority of infrastructures are founded on unsaturated soils. Research has recently been… (more)

Subjects/Keywords: Civil Engineering; Soil Water Retention Characteristic; Temperature

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APA (6th Edition):

Elkeshky, M. M. (2011). Temperature Effect on the Soil Water Retention Characteristic. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/9456

Chicago Manual of Style (16th Edition):

Elkeshky, Maie Mohamed. “Temperature Effect on the Soil Water Retention Characteristic.” 2011. Masters Thesis, Arizona State University. Accessed April 02, 2020. http://repository.asu.edu/items/9456.

MLA Handbook (7th Edition):

Elkeshky, Maie Mohamed. “Temperature Effect on the Soil Water Retention Characteristic.” 2011. Web. 02 Apr 2020.

Vancouver:

Elkeshky MM. Temperature Effect on the Soil Water Retention Characteristic. [Internet] [Masters thesis]. Arizona State University; 2011. [cited 2020 Apr 02]. Available from: http://repository.asu.edu/items/9456.

Council of Science Editors:

Elkeshky MM. Temperature Effect on the Soil Water Retention Characteristic. [Masters Thesis]. Arizona State University; 2011. Available from: http://repository.asu.edu/items/9456

17. Hoang, Ngoc Lan. Etudes des propriétés hydromécaniques d’un sable limoneux : de la saturation partielle à la saturation complète : The study of the hydro-mechanical properties of silty sand : from partial to complete saturation.

Degree: Docteur es, Génie civil, 2017, Lyon

Cette thèse concerne la caractérisation expérimentale d’un sable limoneux provenant du barrage de Livet – Gavet (38) dans le cadre du projet ANR TerreDurable avec… (more)

Subjects/Keywords: Sable limoneux; Sol non-saturé; Sol compacté; Comportement hydromécanique; Cycle de drainage-imbibition; Courbe de rétention d’eau; Courbe iso-succion; Porosimétrie au mercure; Silty sand; Unsaturated soil; Compacted soil; Hydro-mechanical behaviour; Drainage-imbibition cycle; Soil-water characteristic curve; Iso-suction curve; Mercury intrusion porosimetry

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

APA (6th Edition):

Hoang, N. L. (2017). Etudes des propriétés hydromécaniques d’un sable limoneux : de la saturation partielle à la saturation complète : The study of the hydro-mechanical properties of silty sand : from partial to complete saturation. (Doctoral Dissertation). Lyon. Retrieved from http://www.theses.fr/2017LYSET005

Chicago Manual of Style (16th Edition):

Hoang, Ngoc Lan. “Etudes des propriétés hydromécaniques d’un sable limoneux : de la saturation partielle à la saturation complète : The study of the hydro-mechanical properties of silty sand : from partial to complete saturation.” 2017. Doctoral Dissertation, Lyon. Accessed April 02, 2020. http://www.theses.fr/2017LYSET005.

MLA Handbook (7th Edition):

Hoang, Ngoc Lan. “Etudes des propriétés hydromécaniques d’un sable limoneux : de la saturation partielle à la saturation complète : The study of the hydro-mechanical properties of silty sand : from partial to complete saturation.” 2017. Web. 02 Apr 2020.

Vancouver:

Hoang NL. Etudes des propriétés hydromécaniques d’un sable limoneux : de la saturation partielle à la saturation complète : The study of the hydro-mechanical properties of silty sand : from partial to complete saturation. [Internet] [Doctoral dissertation]. Lyon; 2017. [cited 2020 Apr 02]. Available from: http://www.theses.fr/2017LYSET005.

Council of Science Editors:

Hoang NL. Etudes des propriétés hydromécaniques d’un sable limoneux : de la saturation partielle à la saturation complète : The study of the hydro-mechanical properties of silty sand : from partial to complete saturation. [Doctoral Dissertation]. Lyon; 2017. Available from: http://www.theses.fr/2017LYSET005


University of Queensland

18. Schwing, Moritz. Mechanical, hydraulic, and dielectric characterisation of fine-grained soils during densification.

Degree: School of Civil Engineering, 2016, University of Queensland

Subjects/Keywords: Fine-grained soil; Permittivity; Shrinkage curve; Soil suction; Soil water characteristic curve; Vector network analyser; 0905 Civil Engineering

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

APA (6th Edition):

Schwing, M. (2016). Mechanical, hydraulic, and dielectric characterisation of fine-grained soils during densification. (Thesis). University of Queensland. Retrieved from http://espace.library.uq.edu.au/view/UQ:379594

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):

Schwing, Moritz. “Mechanical, hydraulic, and dielectric characterisation of fine-grained soils during densification.” 2016. Thesis, University of Queensland. Accessed April 02, 2020. http://espace.library.uq.edu.au/view/UQ:379594.

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

MLA Handbook (7th Edition):

Schwing, Moritz. “Mechanical, hydraulic, and dielectric characterisation of fine-grained soils during densification.” 2016. Web. 02 Apr 2020.

Vancouver:

Schwing M. Mechanical, hydraulic, and dielectric characterisation of fine-grained soils during densification. [Internet] [Thesis]. University of Queensland; 2016. [cited 2020 Apr 02]. Available from: http://espace.library.uq.edu.au/view/UQ:379594.

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

Council of Science Editors:

Schwing M. Mechanical, hydraulic, and dielectric characterisation of fine-grained soils during densification. [Thesis]. University of Queensland; 2016. Available from: http://espace.library.uq.edu.au/view/UQ:379594

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


North Carolina State University

19. Rorie, Dennis E. Investigation of Soil Suction in a Compacted Low-plasticity Clay.

Degree: MS, Civil Engineering, 2006, North Carolina State University

 The purpose of this research is to investigate soil suction in low density silty sands. Research has been performed to develop the Soil Water Characteristic(more)

Subjects/Keywords: collapse; soil water characteristic curve; Suction; pressure plate; filter paper

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APA (6th Edition):

Rorie, D. E. (2006). Investigation of Soil Suction in a Compacted Low-plasticity Clay. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/879

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):

Rorie, Dennis E. “Investigation of Soil Suction in a Compacted Low-plasticity Clay.” 2006. Thesis, North Carolina State University. Accessed April 02, 2020. http://www.lib.ncsu.edu/resolver/1840.16/879.

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

MLA Handbook (7th Edition):

Rorie, Dennis E. “Investigation of Soil Suction in a Compacted Low-plasticity Clay.” 2006. Web. 02 Apr 2020.

Vancouver:

Rorie DE. Investigation of Soil Suction in a Compacted Low-plasticity Clay. [Internet] [Thesis]. North Carolina State University; 2006. [cited 2020 Apr 02]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/879.

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

Council of Science Editors:

Rorie DE. Investigation of Soil Suction in a Compacted Low-plasticity Clay. [Thesis]. North Carolina State University; 2006. Available from: http://www.lib.ncsu.edu/resolver/1840.16/879

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


Texas A&M University

20. Blake, John K. Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils.

Degree: 2016, Texas A&M University

 The purpose of this study is to evaluate the use of the pedostructure soil concept to determine the available water within soil. Specifically, the hydro-structural… (more)

Subjects/Keywords: Pedostructure; Shrinkage Curve; Water Retention Curve; Available Water; Soil Thermodynamcis, Soil Water Holding Capacity

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APA (6th Edition):

Blake, J. K. (2016). Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158613

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):

Blake, John K. “Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils.” 2016. Thesis, Texas A&M University. Accessed April 02, 2020. http://hdl.handle.net/1969.1/158613.

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

MLA Handbook (7th Edition):

Blake, John K. “Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils.” 2016. Web. 02 Apr 2020.

Vancouver:

Blake JK. Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1969.1/158613.

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

Council of Science Editors:

Blake JK. Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/158613

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


North Carolina State University

21. 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 02, 2020. 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. 02 Apr 2020.

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 2020 Apr 02]. 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


Universidade do Estado do Rio de Janeiro

22. Anderson Moura Ferreira. Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados.

Degree: Master, 2010, Universidade do Estado do Rio de Janeiro

Nas últimas décadas, teorias têm sido formuladas para interpretar o comportamento de solos não saturados e estas têm se mostrado coerentes com resultados experimentais. Paralelamente,… (more)

Subjects/Keywords: ENGENHARIA CIVIL; Solos residuais brasileiros não saturados; Curva característica de sucção do solo; Resistência ao cisalhamento não saturada; Problemas inversos; Métodos de otimização; Cisalhamento dos solos; Residual soil brazilian unsaturated; Soil-water characteristic curve; Shear strength; Inverse problem; Optimization methods

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APA (6th Edition):

Ferreira, A. M. (2010). Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=2485 ;

Chicago Manual of Style (16th Edition):

Ferreira, Anderson Moura. “Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados.” 2010. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed April 02, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=2485 ;.

MLA Handbook (7th Edition):

Ferreira, Anderson Moura. “Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados.” 2010. Web. 02 Apr 2020.

Vancouver:

Ferreira AM. Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2010. [cited 2020 Apr 02]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=2485 ;.

Council of Science Editors:

Ferreira AM. Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2010. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=2485 ;

23. Hiroyuki, Kyokawa. ELASTOPLASTIC CONSTITUTIVE MODEL FOR SATURATED AND UNSATURATED SOILS CONSIDERING THE DEPOSITED STRUCTURE AND ANISOTROPY : 堆積構造および異方性を考慮した飽和・不飽和土の弾塑性構成モデル.

Degree: 博士(工学), 2016, Nagoya Institute of Technology / 名古屋工業大学

主査:中井 照夫

Subjects/Keywords: cam clay model; normally consolidated line; critical state line; soil water characteristic curve; soil

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APA (6th Edition):

Hiroyuki, K. (2016). ELASTOPLASTIC CONSTITUTIVE MODEL FOR SATURATED AND UNSATURATED SOILS CONSIDERING THE DEPOSITED STRUCTURE AND ANISOTROPY : 堆積構造および異方性を考慮した飽和・不飽和土の弾塑性構成モデル. (Thesis). Nagoya Institute of Technology / 名古屋工業大学. Retrieved from http://id.nii.ac.jp/1476/00002945/

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):

Hiroyuki, Kyokawa. “ELASTOPLASTIC CONSTITUTIVE MODEL FOR SATURATED AND UNSATURATED SOILS CONSIDERING THE DEPOSITED STRUCTURE AND ANISOTROPY : 堆積構造および異方性を考慮した飽和・不飽和土の弾塑性構成モデル.” 2016. Thesis, Nagoya Institute of Technology / 名古屋工業大学. Accessed April 02, 2020. http://id.nii.ac.jp/1476/00002945/.

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

MLA Handbook (7th Edition):

Hiroyuki, Kyokawa. “ELASTOPLASTIC CONSTITUTIVE MODEL FOR SATURATED AND UNSATURATED SOILS CONSIDERING THE DEPOSITED STRUCTURE AND ANISOTROPY : 堆積構造および異方性を考慮した飽和・不飽和土の弾塑性構成モデル.” 2016. Web. 02 Apr 2020.

Vancouver:

Hiroyuki K. ELASTOPLASTIC CONSTITUTIVE MODEL FOR SATURATED AND UNSATURATED SOILS CONSIDERING THE DEPOSITED STRUCTURE AND ANISOTROPY : 堆積構造および異方性を考慮した飽和・不飽和土の弾塑性構成モデル. [Internet] [Thesis]. Nagoya Institute of Technology / 名古屋工業大学; 2016. [cited 2020 Apr 02]. Available from: http://id.nii.ac.jp/1476/00002945/.

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

Council of Science Editors:

Hiroyuki K. ELASTOPLASTIC CONSTITUTIVE MODEL FOR SATURATED AND UNSATURATED SOILS CONSIDERING THE DEPOSITED STRUCTURE AND ANISOTROPY : 堆積構造および異方性を考慮した飽和・不飽和土の弾塑性構成モデル. [Thesis]. Nagoya Institute of Technology / 名古屋工業大学; 2016. Available from: http://id.nii.ac.jp/1476/00002945/

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


Universidade do Rio Grande do Sul

24. Feverharmel, Carolina. Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral.

Degree: 2007, Universidade do Rio Grande do Sul

Esta tese apresenta um estudo sobre a resistência ao cisalhamento e a condutividade hidráulica de dois solos coluvionares não saturados situados na divisa dos estados… (more)

Subjects/Keywords: Unsaturated soil; Resistência ao cisalhamento; Ensaios (Engenharia); Soil-water characteristic curve; Solo coluvionar; Shear strength; Hydraulic conductivity; Solo não-saturado

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APA (6th Edition):

Feverharmel, C. (2007). Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/13467

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):

Feverharmel, Carolina. “Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral.” 2007. Thesis, Universidade do Rio Grande do Sul. Accessed April 02, 2020. http://hdl.handle.net/10183/13467.

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

MLA Handbook (7th Edition):

Feverharmel, Carolina. “Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral.” 2007. Web. 02 Apr 2020.

Vancouver:

Feverharmel C. Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2007. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10183/13467.

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

Council of Science Editors:

Feverharmel C. Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral. [Thesis]. Universidade do Rio Grande do Sul; 2007. Available from: http://hdl.handle.net/10183/13467

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


Addis Ababa University

25. NURU, ISMAIL. PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA .

Degree: 2014, Addis Ababa University

 Many researchers have done researches on unsaturated soil mechanics worldwide to bring the unsaturated soil mechanics in to practices. Among those researches some of them… (more)

Subjects/Keywords: SOIL WATER CHARACTERISTIC; GSD; RED CLAY; EXPANSIVE SOILS

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

APA (6th Edition):

NURU, I. (2014). PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4310

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):

NURU, ISMAIL. “PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA .” 2014. Thesis, Addis Ababa University. Accessed April 02, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4310.

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

MLA Handbook (7th Edition):

NURU, ISMAIL. “PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA .” 2014. Web. 02 Apr 2020.

Vancouver:

NURU I. PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2020 Apr 02]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4310.

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

Council of Science Editors:

NURU I. PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4310

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


University of Alberta

26. Azmatch, Tezera Firew. Frost Heave: New Ice Lens Initiation Condition and Hydraulic Conductivity Prediction.

Degree: PhD, Department of Civil and Environmental Engineering, 2012, University of Alberta

 Studies on frost heave indicate that significant frost heave observed in the field or laboratory is attributed to ice lens formation associated with water migration… (more)

Subjects/Keywords: frozen soil; Ice lens; hydraulic conductivity; Frost heave; soil freezing characteristic curve; Devon silt; Frozen fringe

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

APA (6th Edition):

Azmatch, T. F. (2012). Frost Heave: New Ice Lens Initiation Condition and Hydraulic Conductivity Prediction. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/ckw52j8202

Chicago Manual of Style (16th Edition):

Azmatch, Tezera Firew. “Frost Heave: New Ice Lens Initiation Condition and Hydraulic Conductivity Prediction.” 2012. Doctoral Dissertation, University of Alberta. Accessed April 02, 2020. https://era.library.ualberta.ca/files/ckw52j8202.

MLA Handbook (7th Edition):

Azmatch, Tezera Firew. “Frost Heave: New Ice Lens Initiation Condition and Hydraulic Conductivity Prediction.” 2012. Web. 02 Apr 2020.

Vancouver:

Azmatch TF. Frost Heave: New Ice Lens Initiation Condition and Hydraulic Conductivity Prediction. [Internet] [Doctoral dissertation]. University of Alberta; 2012. [cited 2020 Apr 02]. Available from: https://era.library.ualberta.ca/files/ckw52j8202.

Council of Science Editors:

Azmatch TF. Frost Heave: New Ice Lens Initiation Condition and Hydraulic Conductivity Prediction. [Doctoral Dissertation]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/ckw52j8202

27. Ebrahimi-Birang, Nader. The hydraulic behaviour of sand and silt soils around the residual-state condition.

Degree: 2012, University of Saskatchewan

 Geotechnical and geo-environmental engineering problems may require the computation of near-ground-surface water balances. Evaluation of the unsaturated coefficient of permeability function is often necessary in… (more)

Subjects/Keywords: Unsaturated coefficient of permeability; unsaturated hydraulic conductivity; residual-state condition; soil-water characteristic curve; water retention curve; permeability function

…31 Figure 2.9 Soil-water characteristic curve indicating different stages of desaturation… …148 Figure 5.4 Soil-water characteristic curve data for Beaver Creek sand using the U of S… …151 Figure 5.5 Soil-water characteristic curve data for Botkin silt using the U of S… …152 Figure 5.6 Soil-water characteristic curve data for Botkin silt using the U of S… …Figure 5.7 Soil-water characteristic curve data for Beaver Creek sand (Specimen S31)… 

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

APA (6th Edition):

Ebrahimi-Birang, N. (2012). The hydraulic behaviour of sand and silt soils around the residual-state condition. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-09-780

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):

Ebrahimi-Birang, Nader. “The hydraulic behaviour of sand and silt soils around the residual-state condition.” 2012. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/ETD-2012-09-780.

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

MLA Handbook (7th Edition):

Ebrahimi-Birang, Nader. “The hydraulic behaviour of sand and silt soils around the residual-state condition.” 2012. Web. 02 Apr 2020.

Vancouver:

Ebrahimi-Birang N. The hydraulic behaviour of sand and silt soils around the residual-state condition. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/ETD-2012-09-780.

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

Council of Science Editors:

Ebrahimi-Birang N. The hydraulic behaviour of sand and silt soils around the residual-state condition. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-09-780

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


University of North Texas

28. Mccary, William Donald. Performance Evaluation of UNT Apogee Stadium Wind Turbines.

Degree: 2016, University of North Texas

 The following report chronicles the University of North Texas Wind Turbine Project at Apogee Stadium. The timeline of events will include the feasibility study conducted… (more)

Subjects/Keywords: Probability Distribution Function; Characteristic Curve

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

APA (6th Edition):

Mccary, W. D. (2016). Performance Evaluation of UNT Apogee Stadium Wind Turbines. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc849611/

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):

Mccary, William Donald. “Performance Evaluation of UNT Apogee Stadium Wind Turbines.” 2016. Thesis, University of North Texas. Accessed April 02, 2020. https://digital.library.unt.edu/ark:/67531/metadc849611/.

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

MLA Handbook (7th Edition):

Mccary, William Donald. “Performance Evaluation of UNT Apogee Stadium Wind Turbines.” 2016. Web. 02 Apr 2020.

Vancouver:

Mccary WD. Performance Evaluation of UNT Apogee Stadium Wind Turbines. [Internet] [Thesis]. University of North Texas; 2016. [cited 2020 Apr 02]. Available from: https://digital.library.unt.edu/ark:/67531/metadc849611/.

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

Council of Science Editors:

Mccary WD. Performance Evaluation of UNT Apogee Stadium Wind Turbines. [Thesis]. University of North Texas; 2016. Available from: https://digital.library.unt.edu/ark:/67531/metadc849611/

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

29. Silva, Angelita Martins da. Banco de dados de curvas de retenção de água de solos brasileiros.

Degree: Mestrado, Geotecnia, 2005, University of São Paulo

A mecânica dos solos não saturados tem se tornado um importante tema de pesquisas dedicadas a entender o comportamento dos solos não saturados e otimizar… (more)

Subjects/Keywords: banco de dados; curva de retenção; database; soil-water characteristic curve; solos não saturados; unsaturated soils

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

APA (6th Edition):

Silva, A. M. d. (2005). Banco de dados de curvas de retenção de água de solos brasileiros. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-27012006-043239/ ;

Chicago Manual of Style (16th Edition):

Silva, Angelita Martins da. “Banco de dados de curvas de retenção de água de solos brasileiros.” 2005. Masters Thesis, University of São Paulo. Accessed April 02, 2020. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-27012006-043239/ ;.

MLA Handbook (7th Edition):

Silva, Angelita Martins da. “Banco de dados de curvas de retenção de água de solos brasileiros.” 2005. Web. 02 Apr 2020.

Vancouver:

Silva AMd. Banco de dados de curvas de retenção de água de solos brasileiros. [Internet] [Masters thesis]. University of São Paulo; 2005. [cited 2020 Apr 02]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-27012006-043239/ ;.

Council of Science Editors:

Silva AMd. Banco de dados de curvas de retenção de água de solos brasileiros. [Masters Thesis]. University of São Paulo; 2005. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-27012006-043239/ ;


University of Saskatchewan

30. Gitirana Jr., Gilson. Weather-related geo-hazard assessment model for railway embankment stability.

Degree: 2005, University of Saskatchewan

 The primary objective of this thesis is to develop a model for quantification of weather-related railway embankments hazards. The model for quantification of embankment hazards… (more)

Subjects/Keywords: slope stability; unsaturated soils; probability; reliability analysis; climate; soil-water characteristic curve; hazard managent

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

APA (6th Edition):

Gitirana Jr., G. (2005). Weather-related geo-hazard assessment model for railway embankment stability. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-05312005-161133

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):

Gitirana Jr., Gilson. “Weather-related geo-hazard assessment model for railway embankment stability.” 2005. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-05312005-161133.

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

MLA Handbook (7th Edition):

Gitirana Jr., Gilson. “Weather-related geo-hazard assessment model for railway embankment stability.” 2005. Web. 02 Apr 2020.

Vancouver:

Gitirana Jr. G. Weather-related geo-hazard assessment model for railway embankment stability. [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-05312005-161133.

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

Council of Science Editors:

Gitirana Jr. G. Weather-related geo-hazard assessment model for railway embankment stability. [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-05312005-161133

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

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