ISRM Suggested Method: Determining Deformation and Failure Characteristics of Rocks Subjected to True Triaxial Compression

被引：0
|
作者：
Xia-Ting Feng
Bezalel Haimson
Xiaochun Li
Chandong Chang
Xiaodong Ma
Xiwei Zhang
Mathew Ingraham
Kenichiro Suzuki
机构：
[1] Northeastern University,Key Laboratory of Ministry of Education for Safe Mining of Deep Metal Mines
[2] Chinese Academy of Sciences,State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics
[3] University of Wisconsin,Geological Engineering Program, Department of Materials Science and Engineering
[4] Chungnam National University,Department of Geology and Earth Environmental Sciences
[5] ETH Zürich,Geomechanics Department
[6] Swiss Competence Center for Energy Research (SCCER-SoE),Technical Research Institute
[7] and Chair for Geothermal Energy and Geofluids,undefined
[8] Sandia National Laboratories,undefined
[9] Obayashi Corporation,undefined
来源：
Rock Mechanics and Rock Engineering | 2019年 / 52卷
关键词：
True triaxial apparatus; End friction effect; Volume change measurement; Stiffness; Stress path;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The purpose of this ISRM Suggested Method is to introduce a guideline on determining deformation and failure characteristics of rocks subjected to true triaxial compression on different stress path. The true triaxial testing apparatus was reviewed by means of the function and engineering application. Some key techniques, such as stress and strain measurements, and reduction of end effect between specimen and metal platens, preventing metal platens interference, were stated and suggested in detail. Methodology of specimen processing, specimen shape, and testing procedure are characterized. There is an explanation of the experimental data processing on stress–strain curves, strength, and fracture mode.
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页码：2011 / 2020
页数：9
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