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

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Abstract

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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Authors and Affiliations

  1. Key Laboratory of Ministry of Education for Safe Mining of Deep Metal Mines, Northeastern University, Shenyang, 110819, Liaoning, China

    Xia-Ting Feng & Xiwei Zhang

  2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, Hubei, China

    Xia-Ting Feng & Xiaochun Li

  3. Geological Engineering Program, Department of Materials Science and Engineering, University of Wisconsin, 1509 University Avenue, Madison, WI, 53706, USA

    Bezalel Haimson

  4. Department of Geology and Earth Environmental Sciences, Chungnam National University, Daejeon, 305-764, South Korea

    Chandong Chang

  5. ETH Zürich, Swiss Competence Center for Energy Research (SCCER-SoE), and Chair for Geothermal Energy and Geofluids, NO F27, Sonneggstrasse 5, 8092, Zurich, Switzerland

    Xiaodong Ma

  6. Geomechanics Department, Sandia National Laboratories, Org. 5800, Mail Stop 1033, PO Box 8864, Albuquerque, NM, 87185-1033, USA

    Mathew Ingraham

  7. Technical Research Institute, Obayashi Corporation, Shimokiyoto 4-640, Kiyose-shi, Tokyo, 204-855, Japan

    Kenichiro Suzuki

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  1. Xia-Ting Feng
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  2. Bezalel Haimson
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Correspondence to Xia-Ting Feng.

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Please send any written comments on this ISRM Suggested Method to Prof. Resat Ulusay, President of the ISRM Commission on Testing Methods, Hacettepe University, Department of Geological Engineering, 06800 Beytepe, Ankara, Turkey.

Sandia National Laboratories is a multimission laboratory managed and operated by National Technology and Engineering Solutions of Sandia LLC, a wholly owned subsidiary of Honeywell International Inc. for the U.S. Department of Energy’s National Nuclear Security Administration under contract DE-NA0003525.

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Feng, XT., Haimson, B., Li, X. et al. ISRM Suggested Method: Determining Deformation and Failure Characteristics of Rocks Subjected to True Triaxial Compression. Rock Mech Rock Eng 52, 2011–2020 (2019). https://doi.org/10.1007/s00603-019-01782-z

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