The use of discrete fracture networks for modelling coupled geomechanical and hydrological behaviour of fractured rocks

被引:359
|
作者
Lei, Qinghua [1 ]
Latham, John-Paul [1 ]
Tsang, Chin-Fu [2 ,3 ]
机构
[1] Imperial Coll London, Dept Earth Sci & Engn, London, England
[2] Uppsala Univ, Dept Earth Sci, Uppsala, Sweden
[3] Lawrence Berkeley Natl Lab, Earth Sci Div, Berkeley, CA USA
关键词
Fractured rock; DFN; Geomechanical modelling; Fluid flow; HM coupling; DISCONTINUOUS DEFORMATION ANALYSIS; SUBCRITICAL CRACK-GROWTH; STRESS-DEPENDENT PERMEABILITY; NUCLEAR-WASTE REPOSITORY; EXCAVATION DAMAGED ZONE; DISTINCT ELEMENT MODEL; FLUID-FLOW; NUMERICAL-SIMULATION; CRYSTALLINE ROCK; HYDRAULIC-PROPERTIES;
D O I
10.1016/j.compgeo.2016.12.024
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
We present a discussion of the state-of-the-art on the use of discrete fracture networks (DFNs) for modelling geometrical characteristics, geomechanical evolution and hydromechanical (HM) behaviour of natural fracture networks in rock. The DFN models considered include those based on geological mapping, stochastic generation and geomechanical simulation. Different types of continuum, discontinuum and hybrid geomechanical models that integrate DFN information are summarised. Numerical studies aiming at investigating geomechanical effects on fluid flow in DFNs are reviewed. The paper finally provides recommendations for advancing the modelling of coupled HM processes in fractured rocks through more physically-based DFN generation and geomechanical simulation. (C) 2017 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:151 / 176
页数:26
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