The Geometry Characteristics of Rock Mass of Multi-Fields Coupling Action


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This paper introduces the method that determines rock bridge intensity based on rock discontinuity and connectivity ratio in the multi-fields coupling action. First, the method is used to study the smallest anti-shear way of rock mass in the microscopic discontinuity and integrated rock. Then the smallest anti-shear stress is computed in the way. The connectivity ratio of discontinuity is taken as the weighting coefficient, and the synthetical anti-shear intensity is obtained with summing the indexes of the discontinuity parameters and connectivity ratio coefficient.



Key Engineering Materials (Volumes 326-328)

Edited by:

Soon-Bok Lee and Yun-Jae Kim






G. Zhang et al., "The Geometry Characteristics of Rock Mass of Multi-Fields Coupling Action", Key Engineering Materials, Vols. 326-328, pp. 1193-1196, 2006

Online since:

December 2006




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