Influence of fracture geometry on shear behavior

被引:132
作者
Gentier, S
Riss, J
Archambault, G
Flamand, R
Hopkins, D
机构
[1] Bur Rech Geol & Minieres, F-45060 Orleans 2, France
[2] Univ Bordeaux 1, CDGA, F-33405 Talence, France
[3] Univ Quebec, CERM, Chicoutimi, PQ G7H 2B1, Canada
[4] Lawrence Berkeley Lab, Berkeley, CA 94720 USA
关键词
fracture geometry; fracture topography; geostatistics; image processing; jointed rock masses; kriging; directional gradient; rock joint; shear behavior; shear test; surface roughness;
D O I
10.1016/S1365-1609(99)00096-9
中图分类号
P5 [地质学];
学科分类号
0709 [地质学]; 081803 [地质工程];
摘要
Laboratory research during the past 10 years has explained many critical links between the geometrical characteristics of fractures and their hydraulic and mechanical behavior. One of the remaining research challenges is to directly link fracture geometry with shear behavior, including behavior in response to changes in normal stress and shear direction. This paper describes results from a series of shear tests performed on identical copies (replicas) of a natural granite fracture, Based on these tests, we developed a method using image processing techniques to identify and quantify damage that occurs during shearing. We find that there is a strong relationship between the fracture's geometry and its mechanical behavior under shear stress and the resulting damage. Using a three-dimensional geostatistical model of the fracture surfaces, we analyze the dependence of the size and location of damage zones on the local geometry and propose an algorithm for predicting areas that are most likely to be damaged during shearing in a given direction. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:161 / 174
页数:14
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