FRACTURE TESTING OF A SOFT ROCK WITH SEMICIRCULAR SPECIMENS UNDER 3-POINT BENDING .2. MIXED-MODE

被引:166
作者
LIM, IL
JOHNSTON, IW
CHOI, SK
BOLAND, JN
机构
[1] CSIRO, DIV GEOMECH, SYNDAL, VIC 3149, AUSTRALIA
[2] MONASH UNIV, DEPT CIVIL ENGN, CLAYTON, VIC 3168, AUSTRALIA
基金
澳大利亚研究理事会;
关键词
D O I
10.1016/0148-9062(94)90464-2
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The mixed-mode I-II fracture toughness envelope has been determined for a water-saturated synthetic mudstone (Johnstone) using semi-circular specimens loaded under three-point bending-the SCB technique. After critical evaluation of existing theories, it was found that none adequately described the experimentally determined fracture envelope. An empirically derived fit to the data yielded the following envelope: (K(II)/K(IIc))beta + (K(I)/K(Ic))gamma = 1 with beta = gamma = 2.55. A long with the previous successful exploitation of the SCB technique for Mode I fracture toughness determination [1], this study affirms the usefulness of the SCB technique for mixed-mode fracture testing of rocks.
引用
收藏
页码:199 / 212
页数:14
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