Seismic stability analysis of fractured rock slopes by yield design theory-Reference-Cited by-同舟云学术

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Seismic stability analysis of fractured rock slopes by yield design theory

Published:2003-04 Issue:3 Volume:23 Page:21-30
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Siad L.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference17 articles.

1. Earthquake-induced ground displacements;Ambraseys;Earthquake Engng Struct Dyn,1998

2. Limit analysis and soil plasticity;Chen,1975

3. Limit analysis in soil mechanics;Chen,1990

4. Introduction to rock mechanics;Goodman,1989

5. Rock slope engineering;Hoek,1981

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1. Comparative Analysis of Slope Stability for Kalimpong Region under Dynamic Loading Using Limit Equilibrium Method and Machine Benchmark Learning Classifiers;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-02-08

2. Calculating the shear strength of a rock mass joint surface considering cyclic shear deterioration;Frontiers in Earth Science;2022-07-26

3. Method of calculating shear strength of rock mass joint surface considering cyclic shear degradation;Scientific Reports;2022-06-07

4. Rock slope stability charts based on limit equilibrium method incorporating Generalized Hoek–Brown strength criterion for static and seismic conditions;Environmental Earth Sciences;2021-03

5. System reliability analysis of seismic pseudo-static stability of rock wedge based on nonlinear Barton—Bandis criterion;Journal of Central South University;2020-11

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