Discrete modelling jointed rock slopes using mathematical programming methods-Reference-Cited by-同舟云学术

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Discrete modelling jointed rock slopes using mathematical programming methods

Published:2018-04 Issue: Volume:96 Page:189-202
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Meng J.,Huang J.,Sloan S.W.,Sheng D.

Funder

National Natural Science Foundation of China

Australian Research Council

Centre of Excellence for Geotechnical Science and Engineering

China Scholarship Council

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference71 articles.

1. Stability analysis of embankments and slopes;Sarma;J Geotech Geoenviron Eng,1979

2. A method of analysis of the stability of embankments assuming parallel inter-slice forces;Spencer;Geotechnique,1967

3. Morgenstern N, Price VE. The analysis of the stability of general slip surfaces. 1965.

4. A model for the mechanics of jointed rocks;Goodman;J Soil Mech Found Div,1968

5. Crotty J, Wardle L. Boundary integral analysis of piecewise homogeneous media with structural discontinuities. International journal of rock mechanics and mining sciences & geomechanics abstracts: Elsevier, 1985. p. 419–27.

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