True triaxial and acoustic emission experimental study of failure process of hard rock under excavating and supporting stress paths
|更新时间:2026-06-25
|
True triaxial and acoustic emission experimental study of failure process of hard rock under excavating and supporting stress paths
Vol. 29, Issue S1, (2008)
作者机构:
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
Online First:15 April 2016,
Published:2008
稿件说明:
移动端阅览
XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, et al. True triaxial and acoustic emission experimental study of failure process of hard rock under excavating and supporting stress paths[J]. 2008, 29(S1).
DOI:
XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, et al. True triaxial and acoustic emission experimental study of failure process of hard rock under excavating and supporting stress paths[J]. 2008, 29(S1).DOI:
True triaxial and acoustic emission experimental study of failure process of hard rock under excavating and supporting stress paths
Aiming at brittle failure of hard rock(taking limestone for example)
true triaxial and acoustic emission experiments are adopted to study the mechanical characteristics
deformation and failure mechanisms
characteristics of acoustic emission(AE) activities and law of energy release. The experimental results indicate: (1)Under the unloading stress path
strength of specimens is apparently effected by unloading
and varies in intervals along with the intermediate principal stress. Failure modes of most specimens are splitting. (2)Under the unloading-supporting stress path
the mechanical properties of rock are significantly improved by supporting force. The main failure mode is tensile shear failure. (3) The whole process of AE activity can be divided into 3 active stages (crevasse crack closing stage
unloading damage stage and destruction stage) and 2 relatively quiescence stages (elastic stage and fracture stable development stage). The characterization parameter “absolute energy” of AE can quantitatively describe the brittle failure of hard rock. The results of experiments are similar with rock mass behaviors and support effect in project field so as to provide test basis and guide instruction for engineering practice.