Stability Analysis of Infinite Unsaturated Soil Slope Based on Analytical Probabilistic Approach-Reference-Cited by-同舟云学术

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Stability Analysis of Infinite Unsaturated Soil Slope Based on Analytical Probabilistic Approach

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
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Author:

Das Tanmoy¹²,Choudhury Deepankar¹²

Affiliation:

1. Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai, India.

2. Professor T. Kant Chair Professor (HAG) and Head, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai, India.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484692.002

Reference25 articles.

1. Ang, A. H.-S., and Tang, W. H. (1984). Probability concepts in engineering planning and Design, vol. 2: decision, risk, and reliability, illustrated edition. Wiley, New York.

2. The Use of Pore-Pressure Coefficients in Practice

3. Distribution and Variability of Surface Soil Properties at a Regional Scale

4. Chatterjee, K., and Choudhury, D. (2014). “Seismic analysis of soil slopes using FLAC2D and modified Newmark’s approach.” In Geo-Congress 2014: Geotechnical Special Publication, 234, 1196–1205.

5. Evaluation of Surficial Stability for Homogeneous Slopes Considering Rainfall Characteristics

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