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

Abstract:

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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.

Info:

Periodical:

Key Engineering Materials (Volumes 326-328)

Edited by:

Soon-Bok Lee and Yun-Jae Kim

Pages:

1193-1196

DOI:

10.4028/www.scientific.net/KEM.326-328.1193

Citation:

G. Zhang, G. H. Tang, J. X. Chen, A. F. Zhou, "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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Price:

$35.00

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