Yuhao Liu , Keita Yoshioka , Tao You , Hanzhang Li , Fengshou Zhang
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引用次数: 0
Abstract
When CO is injected to induce fracture in rock, the fracture tends to propagate in a more complex pattern and at a lower critical pressure compared to water injection. This study presents a fracture propagation model under -water two-phase flow, based on the variational thermo-hydro-mechanical phase-field approach. For each constituent (water and CO), the mass balance equation is derived while accounting for the capillary effect and the respective equations of state. Meanwhile, the equivalent pressure from two fluids modifies the potential energy description in thermo-poro-elastic media, following our previous micromechanics based model. The proposed model has been verified against the analytical solutions for one-dimensional incompressible, immiscible two-phase flow, and plane strain hydraulic fracture propagation, known as the KGD fracture. Our numerical experiments indicate that fractures propagate at lower breakdown pressures under supercritical CO injection, and their paths are more influenced more by pre-existing weak interfaces due to low viscosity of CO.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.