Rainfall-Induced Probability of Failure in Spatially Variable Soil Slopes and a Case Study of the Konkan Railway Slope Failure-Reference-Cited by-同舟云学术

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Rainfall-Induced Probability of Failure in Spatially Variable Soil Slopes and a Case Study of the Konkan Railway Slope Failure

Published:2024-03 Issue:1 Volume:10 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Raghuram Ammavajjala Sesha Sai¹^ORCID,Basha B. Munwar²^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Birla Institute of Technology and Science (BITS), Pilani, Hyderabad, India 500078; formerly, Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi-502285, Telangana, India. ORCID: .

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi-502285, Telangana, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/AJRUA6.RUENG-1112

Reference78 articles.

1. Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopes

2. About permeability of subsurface soils in case of incomplete saturation;Averjanov S. F.;Engineering collection,1950

3. Reliability Analysis of Unsaturated Soil Slopes

4. Target reliability-based optimisation for internal seismic stability of reinforced soil structures

5. First- and second-order reliability analysis of rainfall-induced Kotropi slope failure;Basha B. M.;Indian Geotech. J.,2022

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