- Title
- Numerical Simulation of Hydraulic Fracturing in Low-/High-Permeability, Quasi-Brittle and Heterogeneous Rocks
- Creator
- Pakzad, R.; Wang, S. Y.; Sloan, S. W.
- Relation
- ARC.DP1450100509 http://purl.org/au-research/grants/arc/DP140100509 & FT140100019 http://purl.org/au-research/grants/arc/FT140100019 http://purl.org/au-research/grants/arc/FT140100019
- Relation
- Rock Mechanics and Rock Engineering Vol. 51, Issue 4, p. 1153-1171
- Publisher Link
- http://dx.doi.org/10.1007/s00603-017-1386-9
- Publisher
- Springer Wien
- Resource Type
- journal article
- Date
- 2018
- Description
- In this study, an elastic-brittle-damage constitutive model was incorporated into the coupled fluid/solid analysis of ABAQUS to iteratively calculate the equilibrium effective stress of Biot’s theory of consolidation. The Young’s modulus, strength and permeability parameter of the material were randomly assigned to the representative volume elements of finite element models following the Weibull distribution function. The hydraulic conductivity of elements was associated with their hydrostatic effective stress and damage level. The steady-state permeability test results for sandstone specimens under different triaxial loading conditions were reproduced by employing the same set of material parameters in coupled transient flow/stress analyses of plane-strain models, thereby indicating the reliability of the numerical model. The influence of heterogeneity on the failure response and the absolute permeability was investigated, and the post-peak permeability was found to decrease with the heterogeneity level in the coupled analysis with transient flow. The proposed model was applied to the plane-strain simulation of the fluid pressurization of a cavity within a large-scale block under different conditions. Regardless of the heterogeneity level, the hydraulically driven fractures propagated perpendicular to the minimum principal far-field stress direction for high-permeability models under anisotropic far-field stress conditions. Scattered damage elements appeared in the models with higher degrees of heterogeneity. The partially saturated areas around propagating fractures were simulated by relating the saturation degree to the negative pore pressure in low-permeability blocks under high pressure. By replicating previously reported trends in the fracture initiation and breakdown pressure for different pressurization rates and hydraulic conductivities, the results showed that the proposed model for hydraulic fracture problems is reliable for a wide range of pressurization rates and permeability conditions.
- Subject
- hydraulic fracturing; coupled transient flow/deformation/damage analysis; elastic-brittle-damage constitutive model; Weibull heterogeneity function; UMAT and USDFLD
- Identifier
- http://hdl.handle.net/1959.13/1477113
- Identifier
- uon:49916
- Identifier
- ISSN:0723-2632
- Language
- eng
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