Impact of Biopolymers on Slope Stability of an Embankment in Steady and Transient States-Reference-Cited by-同舟云学术

Impact of Biopolymers on Slope Stability of an Embankment in Steady and Transient States

Published:2024-05-03 Issue: Volume:146 Page:61-70
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Container-title:IFCEE 2024
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Author:

Ghosh Debayan¹²³⁴,Banerjee Aritra¹²³⁴,Chakraborty Sayantan¹²³⁴,Patil Ujwalkumar D.¹²³⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD.

3. Assistant Professor, Dept. of Civil Engineering, Birla Institute of Technology and Science, Pilani, Rajasthan, India.

4. Associate Professor, Dept. of Civil Engineering, Univ. of the District of Columbia, Washington, DC.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485415.007

Reference30 articles.

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

2. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis

3. Banerjee, A. (2017). Response of Unsaturated Soils under Monotonic and Dynamic Loading over moderate Suction States [Doctoral Dissertation]. Doctoral Dissertation, Department of Civil Engineering, University of Texas at Arlington, Arlington, Texas.

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. Banerjee, A., Puppala, A. J., Congress, S. S. C., Chakraborty, S., and Pedarla, A. (2021). Recent Advancements in Predicting the Behavior of Unsaturated and Expansive Soils. In S. Patel (Ed.), Lecture Notes in Civil Engineering (Vol. 140, pp. 1–21). Springer.