The effect of discontinuity persistence on rock slope stability-Reference-Cited by-同舟云学术

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The effect of discontinuity persistence on rock slope stability

Published:1983-10 Issue:5 Volume:20 Page:227-236
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:

Einstein H.H.,Veneziano D.,Baecher G.B.,O'Reilly K.J.

Publisher

Elsevier BV

Subject

General Engineering

Reference9 articles.

1. Prediction of step path failure geometry for slope stability analysis;Call,1978

2. Risk analysis for rock slopes in open pit mines;Einstein;USBM Technical Rept J0275015,1980

3. A probabilistic approach to the stability of rock slopes;Glynn,1979

4. Exact and invariant second moment code format;Hasofer,1974

5. A mathematical theory for the calculation of the stability of open cast mines;Jennings,1970

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