Initiation of failure in a radially end-constrained circular cylinder of brittle rock-Reference-Cited by-同舟云学术

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Initiation of failure in a radially end-constrained circular cylinder of brittle rock

Published:1971-07 Issue:4 Volume:8 Page:371-387
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:

Brady B.T.

Publisher

Elsevier BV

Subject

General Engineering

Reference14 articles.

1. Mechanism of brittle fracture of rock—Parts I, II and III;Bieniawski;Int. J. Rock Mech. Min. Sci.,1968

2. Brittle Fracture of Rock;Brace,1964

3. An Elastic Solution of the Laterally Constrained Circular Cylinder Under Uniaxial Loading;Brady,1968

4. The effect of confining pressure on the elastic stress distribution in a radially end-constrained circular cylinder;Brady;Int. J. Rock Mech. Min. Sci.,1971

5. Brady B. T. This issue, p. 357.

Cited by 3 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. Evaluation and reduction of the end friction effect in true triaxial tests on hard rocks;International Journal of Rock Mechanics and Mining Sciences;2017-09

2. Modelling rock strength in three dimensions;International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts;1984-02

3. Selecting the optimum loading conditions for glasses and light-sensitive glasses when testing them in compression;Strength of Materials;1974-12

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