Experimental and Numerical Simulations of Jointed Rock Block Strength under Uniaxial Loading
Author:
Affiliation:
1. Fellow, ASCE
2. Prof., Dept. of Min. and Geological Engrg., Univ. of Arizona, Tucson, AZ 85721.
3. Res. Asst., Dept. of Min. and Geological Engrg., Univ. of Arizona, Tucson, AZ 85721.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A12%281240%29
Reference21 articles.
1. Bieniawski Z. T. ( 1968). “The effect of specimen size on compressive strength of coal.” Int. J. Rock Mech. Min. Sci. Geomech. Abstracts 5(4) 321–335.
2. Bieniawski Z. T. and Van Heerden W. L. ( 1975). “The significance of in-situ tests on large rock specimens.” Int. J. Rock Mech. Min. Sci. Geomech. Abstracts 12(4) 101–103.
3. “Strength of models of rock with intermittent joints.”;Brown E. T.;J. Soil Mech. and Found. Div,1970
4. Chappel B. A. ( 1974). “Load distribution and deformational response in discontinua.” Géotechnique London 24(4) 641–654.
5. Cundall P. A. ( 1988). “Formulation of a three-dimensional distinct element model—Part 1. A scheme to detect and represent contacts in a system composed of many polyhedral blocks.” Int. J. Rock Mech. Min. Sci. Geomech. Abstracts 25(3) 107–116.
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