An X-FEM Algorithm for Modeling of Multi-zone Hydraulic Fracturing in Saturated Porous Media

被引:0
|
作者
Vahab, M. [1 ]
Khalili, N. [1 ]
机构
[1] UNSW, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
来源
BIFURCATION AND DEGRADATION OF GEOMATERIALS WITH ENGINEERING APPLICATIONS | 2017年
关键词
Saturated porous media; (u - p) formulation; Multizone hydraulic fracturing; X-FEM; COHESIVE CRACK-PROPAGATION; CONTACT ALGORITHM; BRITTLE MATERIALS; FLUID-FLOW; ELEMENT; GROWTH; FORMULATION;
D O I
10.1007/978-3-319-56397-8_35
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In this paper, a fully coupled hydro-mechanical model is presented for the study of multi-zone hydraulic fracturing within saturated porous media. The well-known ou-pthorn formulation is employed in order to simulate the saturated porous domain. An X-FEM Penalty algorithm is adopted to prevent the overlap of the fracture edges. Meanwhile, the large time increment method (LATIN) is utilized to remove the leak-off flow in the case of crack closure. Multiple crack growth pattern is determined by means of energy based stress functions for cohesive fractures. A computational algorithm is proposed for distribution of the fracturing fluid flow across existing discontinuities. Finally, several examples are provided to demonstrate the robustness of the proposed formulation.
引用
收藏
页码:277 / 290
页数:14
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