Porothermoelastic Analysis of the Response of a Stationary Crack Using the Displacement Discontinuity Method-Reference-Cited by-同舟云学术

Porothermoelastic Analysis of the Response of a Stationary Crack Using the Displacement Discontinuity Method

Published:2006-01 Issue:1 Volume:132 Page:26-33
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ghassemi A.¹²,Zhang Q.¹²

Affiliation:

1. Professor, Dept. of Geology & Geological Engineering, Univ. of North Dakota, Grand Forks, ND 58202 (corresponding author).

2. Dept. of Geology & Geological Engineering, Univ. of North Dakota, Grand Forks, ND 58202.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282006%29132%3A1%2826%29

Reference31 articles.

1. Thermal expansion and cracking of three confined water-saturated igneous rocks to 800�C

2. Theory of Elasticity and Consolidation for a Porous Anisotropic Solid

3. Elastic consolidation around a deep circular tunnel

4. Carvalho J. L. (1990). “Poroelastic effects and influence of material interfaces on hydraulic fracturing.” PhD dissertation Univ. of Toronto Toronto.

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