Study of mechanical characteristics of simulated rock joints with second-order asperity under cyclic shear loading
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Study of mechanical characteristics of simulated rock joints with second-order asperity under cyclic shear loading
Vol. 35, Issue 2, (2014)
作者机构:
1. 甘肃省交通规划勘察设计院有限责任公司,兰州,730030
2. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU458+.3
Online First:18 February 2014,
Published:2014
稿件说明:
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ZHU Xiao-ming, LI Hai-bo, LIU Bo. Study of mechanical characteristics of simulated rock joints with second-order asperity under cyclic shear loading[J]. 2014, 35(2).
DOI:
ZHU Xiao-ming, LI Hai-bo, LIU Bo. Study of mechanical characteristics of simulated rock joints with second-order asperity under cyclic shear loading[J]. 2014, 35(2).DOI:
Study of mechanical characteristics of simulated rock joints with second-order asperity under cyclic shear loading
Simulated rock joint samples with second-order asperity are made of artificial material. A series of constant normal load (CNL) cyclic shear tests are carried out to study the deterioration law of shear mechanical characteristics during process of cyclic shearing. Based on the experimental results,it can be found that the second-order asperity has an important influence on the shear mechanical properties of joint samples under cyclic shear loading. The shear strength
shear stiffness and dilatancy angle decrease with an increase of shear cycles
and decay more quickly with an increase of second-order asperity height. The influence of second-order asperity on the shear mechanical properties is mainly reflected in the first shear cycle with higher height of second-order asperity under higher level of normal stress
and it has no obvious effect on subsequent shear cycles. On the other hand
the influence is reflected more clearly during the begging of the shear cycles to the joints with smaller height of second-order asperity under lower level of normal stress. Finally
based on the theory of Hertz contact mechanics
a spherical contact microscopic model of asperity on the joint surface is proposed; and the mechanisms of macroscopic phenomenon during cyclic shear tests are revealed by the model.