Capturing the two‐way hydromechanical coupling effect on fluid‐driven fracture in a dual‐graph lattice beam model. (13th December 2017)

• Record Type: Journal Article
• Authors: Ulven, Ole Ivar; Sun, WaiChing
• Is Part Of: International journal for numerical and analytical methods in geomechanics. Volume 42:Number 5(2018)
• Page Start: 736
• Page End: 767
• Publication Date: 2017-12-13
• Subjects: dual graph -- fluid‐driven fracture -- lattice method -- operator split -- poroelasticity; Soil mechanics -- Mathematics -- Periodicals; Rock mechanics -- Mathematics -- Periodicals; 624.1510151
• DOI: 10.1002/nag.2763
• Languages: English
• ISSNs: 0363-9061

Abstract

Summary: Fluid‐driven fractures of brittle rock is simulated via a dual‐graph lattice model. The new discrete hydromechanical model incorporates a two‐way coupling mechanism between the discrete element model and the flow network. By adopting an operator‐split algorithm, the coupling model is able to replicate the transient poroelasticity coupling mechanism and the resultant Mandel‐Cryer hydromechanical coupling effect in a discrete mechanics framework. As crack propagation, coalescence and branching are all path‐dependent and irreversible processes, capturing this transient coupling effect is important for capturing the essence of the fluid‐driven fracture in simulations. Injection simulations indicate that the onset and propagation of fractures is highly sensitive to the ratio between the injection rate and the effective permeability. Furthermore, we show that in a permeable rock, the borehole breakdown pressure, the pressure at which fractures start to grow from the borehole, depends on both the given ratio between injection rate and permeability and the Biot coefficient.