Frictional and hydraulic behaviour of carbonate fault gouge during fault reactivation - An experimental study

被引:20
|
作者
Delle Piane, Claudio [1 ]
Giwelli, Ausama [1 ]
Ben Clennell, M. [1 ]
Esteban, Lionel [1 ]
Nogueira Kiewiet, Melissa Cristina D. [2 ]
Kiewiet, Leigh [1 ]
Kager, Shane [1 ]
Raimon, John [1 ]
机构
[1] CSIRO Energy, Kensington, NSW 6151, Australia
[2] Cenpes Petrobras Res Ctr, Ave Horacio Macedo,950,Cidade Univ, BR-21941915 Rio De Janeiro, RJ, Brazil
关键词
Fault reactivation; Gouge; Permeability; Travertine; Fracture; SLIP ZONES; FLUID-FLOW; PERMEABILITY; ROCKS; LUBRICATION; TRAVERTINE; ANISOTROPY; APENNINES; EVOLUTION; RESERVOIR;
D O I
10.1016/j.tecto.2016.07.011
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
We present a novel experimental approach devised to test the hydro-mechanical behaviour of different structural elements of carbonate fault rocks during experimental re-activation. Experimentally faulted core plugs were subject to triaxial tests under water saturated conditions simulating depletion processes in reservoirs. Different fault zone structural elements were created by shearing initially intact travertine blocks (nominal size: 240 x 110 x 150 mm) to a maximum displacement of 20 and 120 mm under different normal stresses. Meso- and microstructural features of these sample and the thickness to displacement ratio characteristics of their deformation zones allowed to classify them as experimentally created damage zones (displacement of 20 mm) and fault cores (displacement of 120 mm). Following direct shear testing, cylindrical plugs with diameter of 38 mm were drilled across the slip surface to be re-activated in a conventional triaxial configuration monitoring the permeability and frictional behaviour of the samples as a function of applied stress. All re-activation experiments on faulted plugs showed consistent frictional response consisting of an initial fast hardening followed by apparent yield up to a friction coefficient of approximately 0.6 attained at around 2 mm of displacement. Permeability in the re-activation experiments shows exponential decay with increasing mean effective stress. The rate of permeability decline with mean effective stress is higher in the fault core plugs than in the simulated damage zone ones. It can be concluded that the presence of gouge in un-cemented carbonate faults results in their sealing character and that leakage cannot be achieved by renewed movement on the fault plane alone, at least not within the range of slip measureable with our apparatus (i.e. approximately 7 mm of cumulative displacement). Additionally, it is shown that under sub seismic slip rates re-activated carbonate faults remain strong and no frictional weakening was observed during re-activation. Crown Copyright (C) 2016 Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:21 / 34
页数:14
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