An enriched FEM technique for modeling hydraulically driven cohesive fracture propagation in impermeable media with frictional natural faults: Numerical and experimental investigations

被引:89
作者
Khoei, A. R. [1 ]
Hirmand, M. [1 ]
Vahab, M. [1 ]
Bazargan, M. [1 ]
机构
[1] Sharif Univ Technol, Ctr Excellence Struct & Earthquake Engn, Dept Civil Engn, Tehran, Iran
基金
美国国家科学基金会;
关键词
hydraulic fracture propagation; extended FEM; staggered Newton iteration; frictional natural fault; cohesive crack model; FINITE-ELEMENT-METHOD; SATURATED POROUS-MEDIA; CRACK-GROWTH; BEDDING INTERFACES; FLUID-FLOW; SIMULATION; ALGORITHMS; DEFLECTION; INITIATION; SCHEMES;
D O I
10.1002/nme.4944
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, an enriched finite element technique is presented to simulate the mechanism of interaction between the hydraulic fracturing and frictional natural fault in impermeable media. The technique allows modeling the discontinuities independent of the finite element mesh by introducing additional DOFs. The coupled equilibrium and flow continuity equations are solved using a staggered Newton solution strategy, and an algorithm is proposed on the basis of fixed-point iteration concept to impose the flow condition at the hydro-fracture mouth. The cohesive crack model is employed to introduce the nonlinear fracturing process occurring ahead of the hydro-fracture tip. Frictional contact is modeled along the natural fault using the penalty method within the framework of plasticity theory of friction. Moreover, an experimental investigation is carried out to perform the hydraulic fracturing experimental test in fractured media under plane strain condition. The results of several numerical and experimental simulations are presented to verify the accuracy and robustness of the proposed computational algorithm as well as to investigate the mechanisms of interaction between the hydraulically driven fracture and frictional natural fault. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:439 / 468
页数:30
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