Determination of Critical Slope Face in c – ϕ Soil under Seismic Condition Using Method of Stress Characteristics-Reference-Cited by-同舟云学术

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Determination of Critical Slope Face in c – ϕ Soil under Seismic Condition Using Method of Stress Characteristics

Published:2021-04 Issue:4 Volume:21 Page:04021031
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nandi Shibsankar¹,Santhoshkumar G.²^ORCID,Ghosh Priyanka³^ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur 208016, India.

2. Senior Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur 208016, India. ORCID: .

3. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur 208016, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001976

Reference71 articles.

1. Seismic translational failure analysis of MSW landfills using modified pseudo-dynamic approach;Annapareddy V. S. R.;Int. J. Geomech.,2017

2. Seismic rotational displacements of gravity walls by pseudo-dynamic method with curved rupture surface;Basha B. M.;Int. J. Geomech.,2010

3. Seismic reliability assessment of internal stability of reinforced soil walls using the pseudo-dynamic method;Basha B. M.;Geosynth. Int.,2011

4. A new pseudo-dynamic approach for seismic active soil thrust;Bellezza I.;Geotech. Geol. Eng.,2014

5. Seismic active earth pressure on walls using a new pseudo-dynamic approach;Bellezza I.;Geotech. Geol. Eng.,2015

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1. Curvilinear Slope Profile–Based Seismic Stability for Rock Slopes Using Stress Characteristics Method and Generalized Hoek–Brown Criterion;Journal of Engineering Mechanics;2024-08

2. Evolution of Limiting Slope Face in Rock Mass Using the Stress Characteristics Method;International Journal of Geomechanics;2024-06

3. DOUBLE-ROW PILE REINFORCING ON A CRITICAL SLOPE AT NATIONAL ROAD IN TABANAN, BALI;International Journal of GEOMATE;2024-03-30

4. Unified Slip Line Solution for Seismic Slope Stability in Cohesive-Frictional Soils Considering the Intermediate Principal Stress Effect;Geo-Congress 2024;2024-02-22

5. New Method to Evaluate the Seismic Ultimate Bearing Capacity of Foundations Adjacent to Slopes Considering the Dilatancy Angle;Soil Mechanics and Foundation Engineering;2023-07

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