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The influence of multi-metal-veins on fractures propagation investigated by the experiment and simulation
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作者 Xiao-Dong Hu Shao-Bo Han +5 位作者 shou ma Fu-Jian Zhou Yang Qiu Xin-Tong Li Ming-Hui Li Zhi-Yong Tu 《Petroleum Science》 SCIE EI CAS CSCD 2023年第3期1707-1723,共17页
Fracture propagation is affected by multi-metal-veins formed by geological diagenesis in shale during the hydraulic fracturing.However,the influence of multi-metal-veins on fractures propagation remains unclear.To sol... Fracture propagation is affected by multi-metal-veins formed by geological diagenesis in shale during the hydraulic fracturing.However,the influence of multi-metal-veins on fractures propagation remains unclear.To solve the problem,based on the semi-circle bending(SCB)test and the extended finite element(XFEM)theory,the interaction between multi-metal-veins and fractures is investigated.The experimental results reveal that the fractures usually deflect at the upper or lower interfaces between metal veins and rocks(e.g.the specimen S-2),which is different from the propagation behavior of fractures in calcite veins.Meanwhile,the fracture toughness of the specimen S-1 is 24.40%higher than that of the specimen S-2,indicating that the increasing of total thickness of multiple metal veins in-creases the resistance to the fracture vertical propagation.The simulation results show that the increasing of the number,total thickness of veins,the modulus difference between veins and rock,the approach angle and the notch angle all increase the resistance of the fracture passing through metal veins.The maximum deviation distance(Dmax)of the fracture decreases with the number of veins,while thickness combination types of metal veins do not affect Dmax.The reduction of the notch angle leads to the more tortuous fracture propagation path.Finally,we propose a new comprehensive fracture network pattern.Fracture networks are divided into two categories,including orthogonal fracture networks and sub-orthogonal fracture networks,and then divided into six sub-categories further.The research results will provide reference for hydraulic fracturing of shale reservoirs containing multi-metal-veins. 展开更多
关键词 Multi-metal-veins FRACTURE Fracture interaction Semi-circle bending test Numerical simulation
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Influence of pore pressure on tensile fracture growth in rocks: a new explanation based on numerical testing
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作者 shou ma Jianchun GUO +3 位作者 Lianchong LI Leslie George THAM Yingjie XIA Chun'an TANG 《Frontiers of Earth Science》 SCIE CAS CSCD 2015年第3期412-426,共15页
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 c... 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. 展开更多
关键词 pore pressure effective stress HETEROGENEOUS numerical simulation fracture growth ROCK
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Nanjing Women——Trying to Keep Pace with Fashion
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作者 shou ma 《Women of China》 1999年第1期45-45,共1页
Let’s observe Nanjing women in winter.The reason I choose this season isbased on a simple, objective fact:autumn and winter make up most of theyear in Nanjing. The dry, cold days lasta long time. The spring won’t ar... Let’s observe Nanjing women in winter.The reason I choose this season isbased on a simple, objective fact:autumn and winter make up most of theyear in Nanjing. The dry, cold days lasta long time. The spring won’t arriveuntil people wait long enough; then itslips away almost at a blink of the eyeto give way to the hot summer days. It is a February day. According tothe time of the year the seasonshould be early spring. Yet 展开更多
关键词 Trying to Keep Pace with Fashion Nanjing Women
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