TY - JOUR

T1 - On the hydraulic fracturing in naturally-layered porous media using the phase field method

AU - Zhuang, Xiaoying

AU - Zhou, Shuwei

AU - Sheng, Mao

AU - Li, Gengsheng

N1 - Funding Information: The authors gratefully acknowledge the financial support provided by the Natural Science Foundation of China (51474157), and the RISE-project BESTOFRAC (734370).

PY - 2020/3/5

Y1 - 2020/3/5

N2 - In the hydraulic fracturing of natural rocks, understanding and predicting crack penetrations into the neighboring layers is crucial and relevant in terms of cost-efficiency in engineering and environmental protection. This study constitutes a phase field framework to examine hydraulic fracture propagation in naturally-layered porous media. Biot's poroelasticity theory is used to couple the displacement and flow field, while a phase field method helps characterize fracture growth behavior. Additional fracture criteria are not required and fracture propagation is governed by the equation of phase field evolution. Thus, penetration criteria are not required when hydraulic fractures reach the material interfaces. The phase field method is implemented within a staggered scheme that sequentially solves the displacement, phase field, and fluid pressure. We consider the soft-to-stiff and the stiff-to-soft configurations, where the layer interface exhibits different inclination angles θ. Penetration, singly-deflected, and doubly-deflected fracture scenarios can be predicted by our simulations. In the soft-to-stiff configuration, θ=0° exhibits penetration or symmetrical doubly-deflected scenarios, and θ=15° exhibits singly-deflected or asymmetric doubly-deflected scenarios. Only the singly-deflected scenario is obtained for θ=30°. In the stiff-to-soft configuration, only the penetration scenario is obtained with widening fractures when hydraulic fractures penetrate into the soft layer.

AB - In the hydraulic fracturing of natural rocks, understanding and predicting crack penetrations into the neighboring layers is crucial and relevant in terms of cost-efficiency in engineering and environmental protection. This study constitutes a phase field framework to examine hydraulic fracture propagation in naturally-layered porous media. Biot's poroelasticity theory is used to couple the displacement and flow field, while a phase field method helps characterize fracture growth behavior. Additional fracture criteria are not required and fracture propagation is governed by the equation of phase field evolution. Thus, penetration criteria are not required when hydraulic fractures reach the material interfaces. The phase field method is implemented within a staggered scheme that sequentially solves the displacement, phase field, and fluid pressure. We consider the soft-to-stiff and the stiff-to-soft configurations, where the layer interface exhibits different inclination angles θ. Penetration, singly-deflected, and doubly-deflected fracture scenarios can be predicted by our simulations. In the soft-to-stiff configuration, θ=0° exhibits penetration or symmetrical doubly-deflected scenarios, and θ=15° exhibits singly-deflected or asymmetric doubly-deflected scenarios. Only the singly-deflected scenario is obtained for θ=30°. In the stiff-to-soft configuration, only the penetration scenario is obtained with widening fractures when hydraulic fractures penetrate into the soft layer.

KW - Cap layer

KW - Hydraulic fracturing

KW - Numerical simulation

KW - Phase field

KW - Reservoir layer

KW - Staggered scheme

UR - http://www.scopus.com/inward/record.url?scp=85076472636&partnerID=8YFLogxK

U2 - 10.1016/j.enggeo.2019.105306

DO - 10.1016/j.enggeo.2019.105306

M3 - Article

AN - SCOPUS:85076472636

VL - 266

JO - Engineering Geology

JF - Engineering Geology

SN - 0013-7952

M1 - 105306

ER -