Stress- and fluid-driven failure during fracture array growth: Implications for coupled deformation and fluid flow in the crust

被引:38
作者
Barnhoorn, Auke [1 ,2 ]
Cox, Stephen F. [1 ]
Robinson, David J. [1 ,3 ]
Senden, Tim [4 ]
机构
[1] Australian Natl Univ, Res Sch Earth Sci, Canberra, ACT 0200, Australia
[2] Univ Utrecht, Fac Geosci, NL-3508 TC Utrecht, Netherlands
[3] Geosci Australia, Risk & Impact Anal Grp, Canberra, ACT 2601, Australia
[4] Australian Natl Univ, Res Sch Phys & Engn, Dept Appl Math, Canberra, ACT 0200, Australia
基金
澳大利亚研究理事会;
关键词
PERMEABILITY; INVOLVEMENT;
D O I
10.1130/G31010.1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Brittle experimental deformation on dolomite rocks shows for the first time the difference in growth of fracture networks by ordinary percolation and invasion percolation processes. Stress-driven fracture growth, in the absence of fluid pressure, is an ordinary percolation process characterized by distributed nucleation and growth of microfractures, which coalesce with increasing strain to form a connected fracture network. Fluid pressure-driven fracture growth is more akin to an invasion percolation process characterized by preferential fracture growth occurring initially at the high fluid pressure part of the rock. With progressive deformation, the network propagates rapidly through the sample and away from the high fluid pressure reservoir. X-ray microtomography analysis suggests that the fracture network in three dimensions (3-D) is probably a fully connected network at peak stress conditions, whereas conventional 2-D analysis suggests that connectivity only occurs at shear failure. The development of 3-D fracture connectivity prior to shear failure has important implications for fluid flow and fluid pressure changes immediately prior to rupture nucleation in active fault zones, for fluid migration in ore-producing hydrothermal systems, and for reservoir integrity in hydrocarbon systems.
引用
收藏
页码:779 / 782
页数:4
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