A two‐dimensional poroelastic displacement discontinuity method for hydraulic fracture simulation
Source abstract
Abstract
Abstract The coupled diffusion and deformation phenomena induced by the opening of a hydraulic fracture in a poroelastic medium are modelled using an extension of the displacement discontinuity method. This method consists in distributing fluid source and poroelastic displacement discontinuity singularities along the locus of the fracture, and over time. As an illustration, the problem of a suddenly pressurized crack in an infinite formation is examined.
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Research context
OpenAlex topics: Numerical methods in engineering · Hydraulic Fracturing and Reservoir Analysis · Rock Mechanics and Modeling
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References (9)
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1. M. B.Smith “Stimulation design for short precise hydraulic fractures” Soc. Petrol. Eng. J. 371–379(June1985).10.2118/10313-PA ↗
2. 10.1063/1.171288610.1063/1.1712886 ↗
3. 10.1029/RG014i002p0022710.1029/RG014i002p00227 ↗
4. 10.1115/1.316713010.1115/1.3167130 ↗
5. 10.1115/1.317311710.1115/1.3173117 ↗
6. Curran J. H. · 1987 · 73
7. E.DetournayandA. H.‐D.Cheng “Hydraulic fracture in poroelastic media. Part I: stationary fracture” Int. J. Solids Struct.(1988).
8. S.Sharp ‘Boundary element method in quasi‐static thermolasticity with applications in rock mechanics’ Ph. D. Thesis University of Minnesota 1982.
9. 10.1061/(ASCE)0733-9399(1988)114:1(117)10.1061/(ASCE)0733-9399(1988)114:1(117) ↗