Coalescence of multiple flaws in a rock-model material in uniaxial compression

被引:565
作者
Sagong, M [1 ]
Bobet, A [1 ]
机构
[1] Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA
关键词
D O I
10.1016/S1365-1609(02)00027-8
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A number of specimens made of gypsum with three and 16 flaws have been prepared and tested in compression, Results from these experiments are compared with observations from similar specimens with two flaws. The comparisons indicate that the cracking pattern observed in specimens with multiple flaws is analogous to the pattern obtained in specimens with two flaws. Two types of cracks initiate from the tips of the flaws: wing cracks and secondary cracks. Wing cracks are tensile cracks that initiate at an angle with the flaw and propagate in a stable manner towards the direction of maximum compression. Secondary cracks are shear cracks that initially propagate along their own plane in a stable manner. Two types of secondary cracks are possible: coplanar or quasi-coplanar, and oblique. As the load is increased, wing cracks propagate in a stable manner and secondary cracks may propagate in an unstable manner and produce coalescence, which occurs when two flaws are linked together. Nine types of coalescence have been observed, and each type is characteristic of a particular flaw geometry. The stresses at which wing and secondary cracks initiate and coalescence occurs strongly depend on the geometry of the flaws and on the number of the flaws; as the flaw inclination angle increases, the spacing increases, or the number of flaws decreases, initiation and coalescence stresses increase. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:229 / 241
页数:13
相关论文
共 22 条
[1]   PATH AND KINETICS OF BRANCHING FROM DEFECTS UNDER UNIAXIAL AND BIAXIAL COMPRESSIVE LOADING [J].
BARQUINS, M ;
PETIT, JP ;
MAUGIS, D ;
GHALAYINI, K .
INTERNATIONAL JOURNAL OF FRACTURE, 1992, 54 (02) :139-163
[2]  
Bieniawski ZT., 1967, INT J ROCK MECH MIN, V4, P407, DOI [10.1016/0148-9062(67)90031-9, DOI 10.1016/0148-9062(67)90031-9, 10.1016/0148-9062, DOI 10.1016/0148-9062]
[3]   Numerical modeling of fracture coalescence in a model rock material [J].
Bobet, A ;
Einstein, HH .
INTERNATIONAL JOURNAL OF FRACTURE, 1998, 92 (03) :221-252
[4]   Fracture coalescence in rock-type materials under uniaxial and biaxial compression [J].
Bobet, A ;
Einstein, HH .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1998, 35 (07) :863-888
[5]  
Bobet A, 2001, ROCK MECHANICS IN THE NATIONAL INTEREST, VOLS 1 AND 2, P731
[6]  
CHEN G, 1992, S FRACT JOINT ROCK M, P4443
[7]  
EINSTEIN HH, 1983, INT J ROCK MECH MIN, V20, P227, DOI 10.1016/0148-9062(83)90003-7
[8]  
Germanovich LN, 1996, ROCK MECHANICS TOOLS AND TECHNIQUES, VOLS 1 AND 2, P1151
[9]   MECHANISMS OF BRITTLE-FRACTURE OF ROCK WITH PREEXISTING CRACKS IN COMPRESSION [J].
GERMANOVICH, LN ;
SALGANIK, RL ;
DYSKIN, AV ;
LEE, KK .
PURE AND APPLIED GEOPHYSICS, 1994, 143 (1-3) :117-149
[10]   Fracture mechanisms and instability of openings in compression [J].
Germanovich, LN ;
Dyskin, AV .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2000, 37 (1-2) :263-284