On the orientation and patterns of wing cracks and solution surfaces at the tips of a sliding flaw or fault

被引:99
作者
Willemse, EJM [1 ]
Pollard, DD [1 ]
机构
[1] Stanford Univ, Dept Geol & Environm Sci, Rock Fracture Project, Stanford, CA 94305 USA
关键词
D O I
10.1029/97JB01587
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Sliding along a preexisting flaw can result in the formation of tensile cracks where stresses concentrate near the flaw tips. These tensile cracks are referred to as wing cracks and are generally oriented oblique to the preexisting flaw. Previous studies based on linear elastic fracture mechanics (LEFM) showed that the kink angle depends on the ratio of normal to shear loading on the flaw. We present analytical solutions for cohesive end zone (CEZ) flaw models and find that the relationship between kink angle and load differs significantly from that for LEFM flaws. Furthermore, the remote flaw-parallel normal stress may significantly reduce or increase the kink angle, especially for CEZ flaws with large end zones. These results suggest that multiple interpretations are possible for: some measured kink angles. In some materials, solution surfaces may form at the tip of the sliding flaw. By considering the angle between wing cracks and solution surfaces it is possible to determine whether the LEFM or CEZ model is more appropriate and thus to provide a better constrained interpretation' of the boundary conditions that accompanied sliding. For some CEZ flaws the stress state in the cohesive end zone is nearly homogeneous, possibly promoting formation of arrays of opening mode cracks and solution surfaces that together form a shear zone. The CEZ flaw model can explain some orientations and patterns of cracks and solution surfaces commonly observed along natural faults that cannot be accounted for with the LEFM model.
引用
收藏
页码:2427 / 2438
页数:12
相关论文
共 63 条
[1]  
Anderson - T.L., 1991, FRACTURE MECH FUNDAM
[2]  
[Anonymous], 1939, Bearing pressures and cracks: Bearing pressures through a slightly waved surface or through a nearly flat part of a cylinder, and related problems of cracks
[3]  
Barenblatt G. I, 1961, Adv. Appl. Mech., P3, DOI DOI 10.1016/S0065-2156(08)70121-2
[4]   DILATANCY IN FRACTURE OF CRYSTALLINE ROCKS [J].
BRACE, WF ;
PAULDING, BW ;
SCHOLZ, C .
JOURNAL OF GEOPHYSICAL RESEARCH, 1966, 71 (16) :3939-&
[5]   A NOTE ON BRITTLE CRACK GROWTH IN COMPRESSION [J].
BRACE, WF ;
BOMBOLAKIS, EG .
JOURNAL OF GEOPHYSICAL RESEARCH, 1963, 68 (12) :3709-+
[6]   SLIP DISTRIBUTIONS ON FAULTS - EFFECTS OF STRESS GRADIENTS, INELASTIC DEFORMATION, HETEROGENEOUS HOST-ROCK STIFFNESS, AND FAULT INTERACTION [J].
BURGMANN, R ;
POLLARD, DD ;
MARTEL, SJ .
JOURNAL OF STRUCTURAL GEOLOGY, 1994, 16 (12) :1675-1690
[7]   Fracture propagation paths under mixed mode loading within rectangular blocks of polymethyl methacrylate [J].
Cooke, ML ;
Pollard, DD .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1996, 101 (B2) :3387-3400
[8]   SLIGHTLY CURVED OR KINKED CRACKS [J].
COTTERELL, B ;
RICE, JR .
INTERNATIONAL JOURNAL OF FRACTURE, 1980, 16 (02) :155-169
[9]   PHYSICAL EXPLANATION FOR THE DISPLACEMENT LENGTH RELATIONSHIP OF FAULTS USING A POST-YIELD FRACTURE-MECHANICS MODEL [J].
COWIE, PA ;
SCHOLZ, CH .
JOURNAL OF STRUCTURAL GEOLOGY, 1992, 14 (10) :1133-1148
[10]   RUPTURE INITIATION IN SHEAR FRACTURE OF ROCKS - AN EXPERIMENTAL-STUDY [J].
COX, SJD ;
SCHOLZ, CH .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH AND PLANETS, 1988, 93 (B4) :3307-3320