Effect of Future Extreme Precipitation on Expansive Soil Embankments-Reference-Cited by-同舟云学术

Effect of Future Extreme Precipitation on Expansive Soil Embankments

Published:2021-05-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2021
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Author:

Kumar Prince¹²³⁴,Banerjee Aritra¹²³⁴,Chandra Congress Surya Sarat¹²³⁴,Puppala Anand J.¹²³⁴

Affiliation:

1. Ph.D. Student, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE.

3. Associate Research Scientist, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX.

4. A. P. and Florence Wiley Chair Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483428.027

Reference25 articles.

1. Assessment of Guar Gum Biopolymer Treatment toward Mitigation of Desiccation Cracking on Slopes Built with Expansive Soils

2. ASCE. (2015). Adapting Infrastructure and Civil Engineering Practice to a Changing Climate. American Society of Civil Engineers, (J. R. Olsen, ed.), American Society of Civil Engineers (ASCE), Reston, VA.

3. Shallow Slides in Compacted High Plasticity Clay Slopes;Aubney C. P.;Journal of Geotechnical and Geoenvironmental Engineering,2004

4. Variation of Resilient Modulus of Subgrade Soils over a Wide Range of Suction States;Banerjee A.;Journal of Geotechnical and Geoenvironmental Engineering,2020

5. Surficial Slope Failure: A Case Study

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