Sustainable Slope Stabilization Using Biopolymer-Reinforced Soil-Reference-Cited by-同舟云学术

Sustainable Slope Stabilization Using Biopolymer-Reinforced Soil

Published:2016-08-08 Issue: Volume: Page:
ISSN:
Container-title:Geo-Chicago 2016
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Author:

Caballero Santiago¹¹¹²³,Acharya Raju¹¹¹²³,Banerjee Aritra¹¹¹²³,Bheemasetti Tejo V.¹¹¹²³,Puppala Anand¹¹¹²³,Patil Ujwalkumar¹¹¹²³

Affiliation:

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

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

3. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480120.013

Reference14 articles.

1. Ajmera B. Tiwari B. Shrestha D. (2012). "Effect of Mineral Composition and Shearing Rates on the Undrained Shear Strength of Expansive Clays" Geo-Congress conference 2012 ASCE San-Francisco CA.

2. Biopolymer Stabilization of Mine Tailings;Chen R.;Journal of Geotechnical and Geoenvironmental Engineering, ASCE: 1882,2013

3. Soil Strength and Slope Stability;Duncan J.M.;John Wiley & Sons, Hoboken, N.J.,2005

4. Larson S. Newman J. Beverly M. and Nestler C. (2012). "Modified Biopolymers as an Alternative to Petroleum-Based Polymers for Soil Modification". Engineer Research and Development Center U.S. Army Corps of Engineers.

5. McCleskey L. K Jr. (2005). "Experimental Investigations to Select Stabilization Methods to Mitigate Embankment Desiccation Cracks in order to Reduce Slope Failures." Thesis presented to University of Texas at Arlington Arlington TX.

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