Influence of subcritical fracture growth on the connectivity of fracture networks

被引:51
作者
Renshaw, CE
机构
[1] Department of Geology, State University of New York, Buffalo, NY
[2] Department of Geology, State Univ. of New York at Buffalo, Buffalo
关键词
D O I
10.1029/96WR00711
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A fracture simulation model which incorporates the physics of fracture growth is used to investigate how the mechanics of fracture formation affect the flow characteristics of fractured systems. Fractures are assumed to grow subcritically with the growth rate given by a power law function of the energy available for fracture growth. mow characteristics are quantified in terms-of the percent of networks percolating and the average effective conductivity as a function of the fracture density. For all flaw densities considered and for values of the growth rate exponent alpha less than or equal to 1, the flow characteristics primarily depend on the fracture spatial density and are similar to the flow characteristics of networks generated stochastically by assuming the fractures are randomly located. For alpha much greater than 1, the mechanical interaction of the flaws and fractures imparts an organized structure to the network resulting in isolated fractures, or zones of fractures, which form extensive, connected pathways at significantly lower fracture densities. Experimentally measured values of alpha for subcritical fracture growth are typically greater than one, suggesting that the flow characteristics of randomly located fractures may not be representative of natural fracture networks thought to have grown subcritically. An. analysis of published fracture trace maps suggests that many natural fracture networks have fracture spatial densities near the percolation threshold. It is suggested that this may be due to the existence of a self-limiting mechanism in fracture network formation.
引用
收藏
页码:1519 / 1530
页数:12
相关论文
共 95 条
[1]  
Aliabadi M., 1991, Numerical Fracture Mechanics, Solid Mechanics and Its Applications
[2]  
[Anonymous], ANN TECTONICAE
[3]  
[Anonymous], P 31 US ROCK MECH S
[4]  
[Anonymous], EOS
[5]  
Atkinson B. K., 1987, Fracture mechanics of rock, V2, P111, DOI [DOI 10.1016/B978-0-12-066266-1.50009-0, 10.1016/b978-0-12-066266-1.50009-0]
[6]   STRESS-CORROSION AND THE RATE-DEPENDENT TENSILE FAILURE OF A FINE-GRAINED QUARTZ ROCK [J].
ATKINSON, BK .
TECTONOPHYSICS, 1980, 65 (3-4) :281-290
[7]  
Babcock E. A., 1974, Canadian Journal of Earth Sciences, V11, P1181, DOI 10.1139/e74-111
[8]  
BARKER C, 1972, AM ASSOC PETR GEOL B, V56, P2068
[9]  
Barton C.C., 1985, Proceedings of International Symposium on Fundamentals of Rock Joints Bjorkliden, P77
[10]  
BARTON CC, 1989, PHYSICAL HYDROLOGI T, V385