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Influence of pore pressure on tensile fracture growth in rocks： a new explanation based on numerical testing

Frontiers of Earth Science 2015年第3期9卷 412-426页

作者： Shou MA Jianchun GUO Lianchong LI Leslie George THAM Yingjie XIA Chun'an TANG State Key Laboratory of Oil and Gas Geology and Exploitation Southwest Petroleum University Chengdu 610500 China SINOPEC Shengli Oilfield Company Dongying 257000 China School of Civil Engineering Dalian University of Technology Dalian 116024 China Department of Civil Engineering The University of Hong Kong Hong Kong China

The diffusion of pore fluid pressures may create both spatial and temporal effective stress gradients that influence or control the development and evolution of fractures within rock masses. To better understand the controls on fracturing behavior, numerical simulations are performed using a progressive fracture modeling approach that shares many of the same natural kinematic features in rocks, such as fracture growth, nucleation, and termination. First, the pinch-off breaking test is numerically performed to investigate the tensile failure of a rock specimen in a uniform pore pressure field. In this numerical simulation, both mechanical and hydrological properties of a suite of rocks are measured under simulated laboratory conditions. The complete tensional failure process of the rock specimen under pore pressure was reproduced. Second, a double-notched specimen is numerically extended to investigate how the water flow direction or pore pressure gradient influences the fracture growth. An exhaustive sensitivity study is conducted that examines the effects of varying both hydrological and mechanical boundary conditions. The simulation results indicate that local fluid pressure gradients strongly influence the state of stress in the solids and, thereby, fracture growth. fracture and strength behavior is influenced not only by the pore pressure magnitude on a local scale around the fracture tip, but also by the orientation and distribution of pore pressure gradients on a global scale. Increasing the fracture growth rate increases the local model permeability and decreases the sample strength. The results of this study may provide useful information concerning the degree of hydrological and mechanical coupling action under geologic conditions.

关键词： pore pressure effective stress heterogeneous numerical simulation fracture growth rock

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Hydro-mechanical interaction effects and channelling in threedimensional fracture networks undergoing growth and nucleation

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Journal of Rock Mechanics and Geotechnical Engineering 2020年第4期12卷 707-719页

作者： Adriana Paluszny Robin NThomas Maria CSaceanu Robert WZimmerman Department of Earth Science and Engineering Imperial College LondonLondonSW72AZUK

The flow properties of geomechanically generated discrete fracture networks are examined in the context of *** networks are generated by growing fractures in tension,modelling the low permeability rock as a linear elastic *** are modelled as discrete surfaces which grow quasi-statically within a three-dimensional(3D)*** may have their locations specified as a simulation input,or be generated as a function of damage,quantified using the local variation in equivalent *** properties of the grown networks are shown to be a product of in situ stress,relative orientation of initial flaws,and competitive process of fracture interaction and *** grow preferentially in the direction perpendicular to the direction of maximum tension and may deviate from this path due to mechanical fracture *** is significantly channelled through a subset of the fractures in the full domain,consistent with observations of other real and simulated *** the fracture networks grow,small changes in the geometry of the fractures lead to large changes in the locations and scale of primary flow *** flow variability and formation of channels are examined for two growing networks,one with a fixed amount of fractures,and another with nucleating *** interaction between fractures is shown to modify the local stress field,and in turn the aperture of the *** for single-phase flow are the results of hydro-mechanical effects in fracture networks during *** are the results of changes to the topology of the network as well as the result of mechanical self-organisation which occurs during interaction leading to growth and intersection.

关键词： fracture growth fracture mechanics Stress intensity factor(SIF) Quasi-static growth Finite elements

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