Phase field method for quasi-static hydro-fracture in porous media under stress boundary condition considering the effect of initial stress field

TL;DR

This paper introduces a new phase field method for modeling quasi-static hydraulic fractures in porous media that incorporates initial in-situ stress effects and stress boundary conditions, aligning simulations more closely with engineering practices.

Contribution

A novel phase field approach considering initial stress fields and stress boundary conditions for hydraulic fracture modeling in porous media.

Findings

Accurately captures displacement distribution under stress boundary conditions.

Effectively models complex hydraulic fracture growth patterns.

Demonstrates the importance of initial stress in fracture propagation.

Abstract

Phase field model (PFM) is an efficient fracture modeling method and has high potential for hydraulic fracturing (HF). However, the current PFMs in HF do not consider well the effect of in-situ stress field and the numerical examples of porous media with stress boundary conditions were rarely presented. The main reason is that if the remote stress is applied on the boundaries of the calculation domain, there will be relatively large deformation induced on these stress boundaries, which is not consistent with the engineering observations. To eliminate this limitation, this paper proposes a new phase field method to describe quasi-static hydraulic fracture propagation in porous media subjected to stress boundary conditions, and the new method is more in line with engineering practice. A new energy functional, which considers the effect of initial in-situ stress field, is established and then it is used to achieve the governing equations for the displacement and phase fields through the variational approach. Biot poroelasticity theory is used to couple the fluid pressure field and the displacement field while the phase field is used for determining the fluid properties from the intact domain to the fully broken domain. In addition, we present several 2D and 3D examples to show the effects of in-situ stress on hydraulic fracture propagation. The numerical examples indicate that under stress boundary condition our approach obtains correct displacement distribution and it is capable of capturing complex hydraulic fracture growth patterns.