Evaluation of Methods for Determining Crack Initiation in Compression Tests on Low-Porosity Rocks

被引:351
作者
Nicksiar, Mohsen [1 ]
Martin, C. D. [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2W2, Canada
关键词
Crack initiation; Lateral strain response; Uniaxial compressive strength; Spalling; FRACTURE; PROPAGATION; FAILURE; DAMAGE;
D O I
10.1007/s00603-012-0221-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Laboratory testing of rocks is traditionally carried out to determine the peak strength using the ISRM Suggested Methods or other suitable standards. However, it is well known that in low-porosity crystalline rocks there are at least three distinct stages of compressive loading that can be readily identified if the stress-strain response is monitored during the loading process: (1) crack initiation, (2) unstable crack growth, i.e., crack coalescence and (3) peak strength. Crack initiation is noted as the first stage of stress-induced damage in low-porosity rocks, yet the suggested guidelines of the ISRM for compression tests make no mention of crack initiation. In addition, recent research suggests that crack initiation can be used as an estimate for the in situ spalling strength, commonly observed around underground excavations in massive to moderately jointed brittle rocks. Various methods have been proposed for identifying crack initiation in laboratory tests. These methods are evaluated using ten samples of A"spo Diorite and the results are compared with a simplified method, lateral strain response. Statistically, all methods give acceptable crack-initiation values. It is proposed that the ISRM Suggested Methods be revised to include procedures suitable for establishing the crack-initiation stress.
引用
收藏
页码:607 / 617
页数:11
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