Understanding Shallow Slope Failures on Expansive Soil Embankments in North Texas Using Unsaturated Soil Property Framework-Reference-Cited by-同舟云学术

Understanding Shallow Slope Failures on Expansive Soil Embankments in North Texas Using Unsaturated Soil Property Framework

Published:2018-06-20 Issue: Volume: Page:
ISSN:
Container-title:PanAm Unsaturated Soils 2017
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Author:

George Anu M.¹¹¹²³,Chakraborty Sayantan¹¹¹²³,Das Jasaswee T.¹¹¹²³,Pedarla Aravind¹¹¹²³,Puppala Anand J.¹¹¹²³

Affiliation:

1. Doctoral Student, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

2. Research Associate, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

3. Distinguish Professor and Associate Dean for Research, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481691.021

Reference15 articles.

1. C. W. W. Ng and Q. Shi (1998) "A numerical investigation of the stability of unsaturated soil slopes" Computers and Geotechnics V 22 No. 1 1-28.

2. Dronamraju V.S. (2008) "Studies on field stabilization methods to prevent surficial slope failures of earthfill dams" Doctor of Philosophy in Civil Engineering thesis presented to University of Texas at Arlington Texas USA.

3. Effect of slope terrain on distribution of matric suction in unsaturated slopes subjected to rainfall;Fan Ch Ch.;ASCE GeoShanghai,2010

4. The shear strength of unsaturated soils

5. Fredlund D. G. and Rahardjo H. (1993) "Soil mechanics for unsaturated soils" Wiley New York.

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