7

McCartney, J.S., and Zornberg, J.G. (2005). “The Centrifuge Permeameter for Unsaturated Soils (CPUS).” Proceedings of the International Symposium on Advanced Experimental Unsaturated Soil Mechanics, Experus 2005, Trento, Italy, June 27-29, A.A. Balkema, pp. 299-304.

McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

Download PDF Report

Upload
ngocong
View
215
Download
0

Embed Size (px)

Citation preview

Page 1: McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

McCartney, J.S., and Zornberg, J.G. (2005). “The Centrifuge Permeameter for Unsaturated Soils (CPUS).” Proceedings of the International Symposium on Advanced Experimental Unsaturated Soil Mechanics, Experus 2005, Trento, Italy, June 27-29, A.A. Balkema, pp. 299-304.

Page 2: McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

Page 3: McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

Page 4: McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

Page 5: McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

Page 6: McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

Page 7: McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings

Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings

Documents

Characterization of Soil-Geosynthetic Interaction under ... · geosynthetic-soil composite (e.g. Zornberg and Christopher 2007). Instead, geosynthetic reinforcements in pavement applications

Characterization of Soil-Geosynthetic Interaction under ... · geosynthetic-soil composite (e.g. Zornberg and Christopher 2007). Instead, geosynthetic reinforcements in pavement applications

Documents

McCartney, J.S., and Zornberg, J.G. (2007). Effect of Wet ......McCartney, J.S., and Zornberg, J.G. (2007). Effect of Wet-Dry Cycles on Capillary Break Formation in Geosynthetic Drainage

McCartney, J.S., and Zornberg, J.G. (2007). Effect of Wet ......McCartney, J.S., and Zornberg, J.G. (2007). Effect of Wet-Dry Cycles on Capillary Break Formation in Geosynthetic Drainage

Documents

Murray D. Fredlund D.G. Fredlund G.W. Wilson

Murray D. Fredlund D.G. Fredlund G.W. Wilson

Documents

Hidráulica de suelosmaterias.fi.uba.ar/6408/108 Hidraulica de suelos.pdf• Olivella, S. Problemas resueltos. Geotecnia. Mecánica de Suelos. UPC, 2003. Complementaria • Fredlund

Hidráulica de suelosmaterias.fi.uba.ar/6408/108 Hidraulica de suelos.pdf• Olivella, S. Problemas resueltos. Geotecnia. Mecánica de Suelos. UPC, 2003. Complementaria • Fredlund

Documents

Internet i fokus 2014 - Kristina Fredlund, Awapatent

Internet i fokus 2014 - Kristina Fredlund, Awapatent

Education

Prediction of the Soil-Water Characteristic Curve from Grain-Size Distribution and Volume-Mass Properties Murray D. Fredlund D.G. Fredlund G.W. Wilson

Prediction of the Soil-Water Characteristic Curve from Grain-Size Distribution and Volume-Mass Properties Murray D. Fredlund D.G. Fredlund G.W. Wilson

Documents

Slope Safety Preparedness in Southeast Asia for Effects … · Slope Safety Preparedness in Southeast Asia for Effects of ... •Investigate main influencing parameters ... Fredlund

Slope Safety Preparedness in Southeast Asia for Effects … · Slope Safety Preparedness in Southeast Asia for Effects of ... •Investigate main influencing parameters ... Fredlund

Documents

PUBLICATIONS - egel.kaust.edu.sa of... · relative water saturation S [Fredlund and Xing, 1994]. Two frequently used models and parameters compiled

PUBLICATIONS - egel.kaust.edu.sa of... · relative water saturation S [Fredlund and Xing, 1994]. Two frequently used models and parameters compiled

Documents

INTRODUCTION - caee.utexas.edu€¦ · Web viewMoreover, results of this questionnaire survey are derived from a scenario of a typical city road with a speed limit of 50km/h. It

INTRODUCTION - caee.utexas.edu€¦ · Web viewMoreover, results of this questionnaire survey are derived from a scenario of a typical city road with a speed limit of 50km/h. It

Documents

Zornberg, J.G., Azevedo, R.F., and Parreira, A.B. (1990

Zornberg, J.G., Azevedo, R.F., and Parreira, A.B. (1990

Documents

Jorge G. Zornberg, Ph.D., P.E. - Texas A&M University · 2017-01-04 · Jorge G. Zornberg, Ph.D., P.E. The University of Texas at Austin Immediate Past-president, IGS 11 October 2016

Jorge G. Zornberg, Ph.D., P.E. - Texas A&M University · 2017-01-04 · Jorge G. Zornberg, Ph.D., P.E. The University of Texas at Austin Immediate Past-president, IGS 11 October 2016

Documents

Parreira, A.B., Azevedo, R.F., and Zornberg, J.G. (1990 ... · modelo constitutivo que realmente o compŒtamento solo segundo que DO ... lainçäo destas superficies depende basmmente

Parreira, A.B., Azevedo, R.F., and Zornberg, J.G. (1990 ... · modelo constitutivo que realmente o compŒtamento solo segundo que DO ... lainçäo destas superficies depende basmmente

Documents

Zornberg, J.G., Azevedo, R.F., and Parreira, A.B. (1990 ...caee.utexas.edu/prof/zornberg/pdfs/CP/Zornberg_Azevedo_Parreira... · tensoes presente em ponto da do solo e o nfvel de

Zornberg, J.G., Azevedo, R.F., and Parreira, A.B. (1990 ...caee.utexas.edu/prof/zornberg/pdfs/CP/Zornberg_Azevedo_Parreira... · tensoes presente em ponto da do solo e o nfvel de

Documents

Larry fredlund portfolio

Larry fredlund portfolio

Design

Zornberg, J.G. (2004). Applied Unsaturated Soil Mechanics ... · incorporate unsaturated soil mechanics in geotechnical design? Pavements: Is the performance of structures still

Zornberg, J.G. (2004). Applied Unsaturated Soil Mechanics ... · incorporate unsaturated soil mechanics in geotechnical design? Pavements: Is the performance of structures still

Documents

Zornberg, J.G. (2001). Selection of Soil Shear Strength ......Zornberg, J.G. (2001). Selection of Soil Shear Strength Parameters in Geosynthetic-Reinforced Soil Design. Proceedings

Zornberg, J.G. (2001). Selection of Soil Shear Strength ......Zornberg, J.G. (2001). Selection of Soil Shear Strength Parameters in Geosynthetic-Reinforced Soil Design. Proceedings

Documents

2.7 Shear Strength of Unsaturated Soils - Engineeringby.genie.uottawa.ca/~vanapall/papers/book/2002/book_chapter.pdf · 2.7 Shear Strength of Unsaturated Soils D. G. FREDLUND, University

2.7 Shear Strength of Unsaturated Soils - Engineeringby.genie.uottawa.ca/~vanapall/papers/book/2002/book_chapter.pdf · 2.7 Shear Strength of Unsaturated Soils D. G. FREDLUND, University

Documents

Mechanical response of flexible pavements enhanced with ...caee.utexas.edu/prof/zornberg/pdfs/AJ/Correia_Zornberg_2016.pdf · Overall, the use of geogrids ... To properly represent

Mechanical response of flexible pavements enhanced with ...caee.utexas.edu/prof/zornberg/pdfs/AJ/Correia_Zornberg_2016.pdf · Overall, the use of geogrids ... To properly represent

Documents

Chap8 Zornberg - page no · PDF file144 J.G. Zornberg & J.S. McCartney Subgrade GCL GM Drainage Protection Waste shear strength are discussed. This chapter also includes a discussion

Chap8 Zornberg - page no · PDF file144 J.G. Zornberg & J.S. McCartney Subgrade GCL GM Drainage Protection Waste shear strength are discussed. This chapter also includes a discussion

Documents

GSP-140: MSE Walls with Independent Full-Height …caee.utexas.edu/prof/zornberg/pdfs/CP/AbuHejleh_Hearn_McMullen...1 MSE WALLS WITH INDEPENDENT FULL -HEIGHT FACING PANELS Naser Abu-Hejleh

GSP-140: MSE Walls with Independent Full-Height …caee.utexas.edu/prof/zornberg/pdfs/CP/AbuHejleh_Hearn_McMullen...1 MSE WALLS WITH INDEPENDENT FULL -HEIGHT FACING PANELS Naser Abu-Hejleh

Documents

Zornberg, J.G., and Li, C. (2003). Design of Fiber-Reinforced Soil ... · continuous planar reinforcement. Randomly distributed fibers over continuous inclusions can maintain strength

Zornberg, J.G., and Li, C. (2003). Design of Fiber-Reinforced Soil ... · continuous planar reinforcement. Randomly distributed fibers over continuous inclusions can maintain strength

Documents

Watershed and Stream Network Delineation - caee.utexas.edu · Web viewThis function fills the sinks in a grid. If cells with higher elevation surround a cell, the water is trapped

Watershed and Stream Network Delineation - caee.utexas.edu · Web viewThis function fills the sinks in a grid. If cells with higher elevation surround a cell, the water is trapped

Documents

Zornberg, J.G. (2012). Ingenuity in Geotechnical …Zornberg, J.G. (2012). Ingenuity in Geotechnical Design using Geosynthetics, Geotechnical Engineering State of the Art and Practice,

Zornberg, J.G. (2012). Ingenuity in Geotechnical …Zornberg, J.G. (2012). Ingenuity in Geotechnical Design using Geosynthetics, Geotechnical Engineering State of the Art and Practice,

Documents

قحلا لوق - K. N. Toosi University of Technologywp.kntu.ac.ir/ghasemzadeh/course/unsaturated/Unsat soils1-introduction.pdf1.Soil Mechanics for unsaturated soils D. G. Fredlund,

قحلا لوق - K. N. Toosi University of Technologywp.kntu.ac.ir/ghasemzadeh/course/unsaturated/Unsat soils1-introduction.pdf1.Soil Mechanics for unsaturated soils D. G. Fredlund,

Documents

An equation to represent grain-size distribution · PDF file817 An equation to represent grain-size distribution Murray D. Fredlund, D.G. Fredlund, and G. Ward Wilson Abstract: The

An equation to represent grain-size distribution · PDF file817 An equation to represent grain-size distribution Murray D. Fredlund, D.G. Fredlund, and G. Ward Wilson Abstract: The

Documents

1994 Fredlund and Xing - SWCC Equations

1994 Fredlund and Xing - SWCC Equations

Documents

Translate paper fredlund Topsus FIX PRINT.docx

Translate paper fredlund Topsus FIX PRINT.docx

Documents

Pa - Knopf Doubledayknopfdoubleday.com/marketing/test/Hosting/Pantheon Fall 2017 Catalog.pdf · Bewilderments Reflections on the Book of Numbers Avivah Gottlieb Zornberg Now in paperback,

Pa - Knopf Doubledayknopfdoubleday.com/marketing/test/Hosting/Pantheon Fall 2017 Catalog.pdf · Bewilderments Reflections on the Book of Numbers Avivah Gottlieb Zornberg Now in paperback,

Documents

Schutzgut Boden / Geologie - TU Wienp2.iemar.tuwien.ac.at/p2_10_schwechat/downloads/Be... · Tuan Anh Dang 0226426. Carl Eric Fredlund 0827202. Bernadette Gugerell 0807990. Bertrun

Schutzgut Boden / Geologie - TU Wienp2.iemar.tuwien.ac.at/p2_10_schwechat/downloads/Be... · Tuan Anh Dang 0226426. Carl Eric Fredlund 0827202. Bernadette Gugerell 0807990. Bertrun

Documents