The influence of rate- and displacement-dependent shear resistance on the response of rock slopes to seismic loads-Reference-Cited by-同舟云学术

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The influence of rate- and displacement-dependent shear resistance on the response of rock slopes to seismic loads

Published:1982-02 Issue:1 Volume:19 Page:1-8
ISSN:0148-9062
Container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts

Author:

Crawford A.M.,Curran J.H.

Publisher

Elsevier BV

Subject

General Engineering

Reference14 articles.

1. Rate-dependent behaviour of rock joints;Crawford,1980

2. The influence of shear velocity on the frictional resistance of rock discontinuities;Crawford;Int. J. Rock Mech. Min. Sci. & Geomech. Abstr.,1981

3. A computer model for simulating progressive largescale movements in blocky rock systems;Cundall,1971

4. Earthquake Engineering Research Laboratory Reports, 1971-50 and 1972-50. California Institute of Technology, California.

5. Permanent displacements of earth embankments by Newmark sliding block analysis;Franklin,1977

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1. Experimental Study of the Rock Cutting Mechanism with PDC Cutter Under Confining Pressure Condition;Rock Mechanics and Rock Engineering;2023-07-05

2. A method for calculating permanent displacement of seismic-induced bedding rock landslide considering the deterioration of the structural plane;Frontiers in Earth Science;2023-01-17

3. Seismic behavior analysis of soft and hard interbedded rock slope considering vibration deterioration of discontinuities at the interface between different rock types in meizoseismal area—a case study;Bulletin of Engineering Geology and the Environment;2022-12-17

4. Study on the slope dynamic stability considering the progressive failure of the slip surface under earthquake;Frontiers in Earth Science;2022-09-15

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

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