Paper Title:
The Geometry Characteristics of Rock Mass of Multi-Fields Coupling Action
  Abstract

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
$32.00
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