A new view of the ideal plasticity of soils and unconsolidated rock materials-Reference-Cited by-同舟云学术

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A new view of the ideal plasticity of soils and unconsolidated rock materials

Published:1966-11 Issue:4 Volume:3 Page:307-317
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:

Pariseu W.G

Publisher

Elsevier BV

Subject

General Engineering

Reference12 articles.

1. Soil mechanics and plastic analysis of limit design;Drucker;Q. appl. Math.,1952

2. Mixed boundary value problems in soil mechanics;Shield;Q. appl. Math.,1953

3. Stress and velocity fields in soil mechanics;Shield;J. Math. Phys.,1955

4. Axially symmetric plastic deformations in soils;Cox;Phil. Trans. R. Soc.,1961

5. The Mathematical Theory of Plasticity;Hill,1950

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A mathematical model for the waste region of a long-wall mineworking;Journal of the Mechanics and Physics of Solids;1985-01

2. An anisotropic compacting yield condition applied to porous limestone;International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts;1980-06

3. Calculation of residence time of solid particles in vessel with moving granular bed;Chemistry and Technology of Fuels and Oils;1979-09

4. The critical state concept applied to rock;International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts;1978-02

5. References;Limit Analysis and Soil Plasticity;1975

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