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A platform for research: civil engineering, architecture and urbanism
ISRM Suggested Method: Determining Deformation and Failure Characteristics of Rocks Subjected to True Triaxial Compression
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.
ISRM Suggested Method: Determining Deformation and Failure Characteristics of Rocks Subjected to True Triaxial Compression
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.
ISRM Suggested Method: Determining Deformation and Failure Characteristics of Rocks Subjected to True Triaxial Compression
Feng, Xia-Ting (author) / Haimson, Bezalel (author) / Li, Xiaochun (author) / Chang, Chandong (author) / Ma, Xiaodong (author) / Zhang, Xiwei (author) / Ingraham, Mathew (author) / Suzuki, Kenichiro (author)
2019
Article (Journal)
English
Local classification TIB:
560/4815/6545
BKL:
38.58
Geomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
Comments on the ISRM Suggested Method “A Failure Criterion for Rocks Based on True Triaxial Testing”
| Online Contents | 2013
Comments on the ISRM Suggested Method “A Failure Criterion for Rocks Based on True Triaxial Testing”
| British Library Online Contents | 2013
Comments on the ISRM Suggested Method “A Failure Criterion for Rocks Based on True Triaxial Testing”
| Online Contents | 2013