Permeability is a vital property of rock mass, which is highly affected by tectonic stress and human engineering activities. A comprehensive monitoring of pore pressure and flow rate distributions inside the rock mass...Permeability is a vital property of rock mass, which is highly affected by tectonic stress and human engineering activities. A comprehensive monitoring of pore pressure and flow rate distributions inside the rock mass is very important to elucidate the permeability evolution mechanisms, which is difficult to realize in laboratory, but easy to be achieved in numerical simulations. Therefore, the particle flow code （PFC）, a discrete element method, is used to simulate permeability behaviors of rock materials in this study. Owe to the limitation of the existed solid-fluid coupling algorithm in PFC, an improved flow-coupling algorithm is presented to better reflect the preferential flow in rock fractures. The comparative analysis is conducted between original and improved algorithm when simulating rock permeability evolution during triaxial compression, showing that the improved algorithm can better describe the experimental phenomenon. Furthermore, the evolution of pore pressure and flow rate distribution during the flow process are analyzed by using the improved algorithm. It is concluded that during the steady flow process in the fractured specimen, the pore pressure and flow rate both prefer transmitting through the fractures rather than rock matrix. Based on the results, fractures are divided into the following three types： I） fractures link to both the inlet and outlet, II） fractures only link to the inlet, and III） fractures only link to the outlet. The type I fracture is always the preferential propagating path for both the pore pressure and flow rate. For type II fractures, the pore pressure increases and then becomes steady. However, the flow rate increases first and begins to decrease after the flow reaches the stop end of the fracture and finally vanishes. There is no obvious pore pressure or flow rate concentration within type III fractures.展开更多
基于颗粒离散元计算架构建立单矿物石英岩的颗粒簇模型(grain based model,GBM),以石英岩微裂纹发展规律为约束优化矿物模型的弹性模量及其边界强度参数,开展热-固耦合下石英岩的高温损伤及强度劣化细观机理研究,获得以下结论:(1)优化...基于颗粒离散元计算架构建立单矿物石英岩的颗粒簇模型(grain based model,GBM),以石英岩微裂纹发展规律为约束优化矿物模型的弹性模量及其边界强度参数,开展热-固耦合下石英岩的高温损伤及强度劣化细观机理研究,获得以下结论:(1)优化矿物弹性模量及其边界强度参数后可很好地再现石英岩高温作用下微裂纹演化规律:首先从石英晶粒边界萌生,逐渐扩展至晶粒内部,最终形成裂纹网络。(2)单轴压缩模拟中石英岩弹性模量随温度的升高总体上呈现出先增大后减小的趋势,泊松比表现为先减小后增大,且泊松比较弹性模量对热损伤表现出更高的敏感性。(3)随着温度的升高,石英岩单轴压缩过程中微裂纹的离散性增加,破坏模式从多斜面剪切破坏逐渐转变为无明显宏观裂纹的分散式拉伸(劈裂)破坏。(4)岩石的力学强度劣化规律与其本身的致密性及矿物成分、含量密切相关,与花岗岩相比石英岩热损伤温度阈值高,约为200℃。(5)3种不同石英含量的岩石的热损伤结果表明:矿物边界和力学强度较低的矿物内部首先发生热破裂,矿物之间的镶嵌结构对石英矿物的热损伤有抑制作用。展开更多
In this paper,Brazilian test was performed on disk samples of analogue materials with defined structural planes.The surface strain evolution process of the disk samples during loading was analyzed via digital image co...In this paper,Brazilian test was performed on disk samples of analogue materials with defined structural planes.The surface strain evolution process of the disk samples during loading was analyzed via digital image correlation.The damage evolution process was explored from a microscopic perspective by combining discrete element numerical simulation technology.The criterion of the failure mode of the disc specimen in the split state was theoretically deduced.The influence of structural surface roughness and loading inclination angle on the stress state at the center of the specimen was explored.The results showed that the failure modes of the samples could be divided into three typical modes as matrix failure,structural plane failure and combination failure.The rough structural plane improves the failure strength of the specimen by limiting its lateral deformation,and the degree of improvement weakens continuously with the increase of the inclination angle of the structural plane.As the inclination angle of the structural plane increases,the main type of microcracks in the structural plane changes from shear microcracks to tensile microcracks.This study contributes to a better understanding of macro-and meso-failure characteristics of rock masses with structural planes under a splitting state.展开更多
基金Project（BK20150005） supported by the Natural Science Foundation of Jiangsu Province for Distinguished Young Scholars, China Project（2015XKZD05） supported by the Fundamental Research Funds for the Central Universities, China
文摘Permeability is a vital property of rock mass, which is highly affected by tectonic stress and human engineering activities. A comprehensive monitoring of pore pressure and flow rate distributions inside the rock mass is very important to elucidate the permeability evolution mechanisms, which is difficult to realize in laboratory, but easy to be achieved in numerical simulations. Therefore, the particle flow code （PFC）, a discrete element method, is used to simulate permeability behaviors of rock materials in this study. Owe to the limitation of the existed solid-fluid coupling algorithm in PFC, an improved flow-coupling algorithm is presented to better reflect the preferential flow in rock fractures. The comparative analysis is conducted between original and improved algorithm when simulating rock permeability evolution during triaxial compression, showing that the improved algorithm can better describe the experimental phenomenon. Furthermore, the evolution of pore pressure and flow rate distribution during the flow process are analyzed by using the improved algorithm. It is concluded that during the steady flow process in the fractured specimen, the pore pressure and flow rate both prefer transmitting through the fractures rather than rock matrix. Based on the results, fractures are divided into the following three types： I） fractures link to both the inlet and outlet, II） fractures only link to the inlet, and III） fractures only link to the outlet. The type I fracture is always the preferential propagating path for both the pore pressure and flow rate. For type II fractures, the pore pressure increases and then becomes steady. However, the flow rate increases first and begins to decrease after the flow reaches the stop end of the fracture and finally vanishes. There is no obvious pore pressure or flow rate concentration within type III fractures.
文摘基于颗粒离散元计算架构建立单矿物石英岩的颗粒簇模型(grain based model,GBM),以石英岩微裂纹发展规律为约束优化矿物模型的弹性模量及其边界强度参数,开展热-固耦合下石英岩的高温损伤及强度劣化细观机理研究,获得以下结论:(1)优化矿物弹性模量及其边界强度参数后可很好地再现石英岩高温作用下微裂纹演化规律:首先从石英晶粒边界萌生,逐渐扩展至晶粒内部,最终形成裂纹网络。(2)单轴压缩模拟中石英岩弹性模量随温度的升高总体上呈现出先增大后减小的趋势,泊松比表现为先减小后增大,且泊松比较弹性模量对热损伤表现出更高的敏感性。(3)随着温度的升高,石英岩单轴压缩过程中微裂纹的离散性增加,破坏模式从多斜面剪切破坏逐渐转变为无明显宏观裂纹的分散式拉伸(劈裂)破坏。(4)岩石的力学强度劣化规律与其本身的致密性及矿物成分、含量密切相关,与花岗岩相比石英岩热损伤温度阈值高,约为200℃。(5)3种不同石英含量的岩石的热损伤结果表明:矿物边界和力学强度较低的矿物内部首先发生热破裂,矿物之间的镶嵌结构对石英矿物的热损伤有抑制作用。
基金Project(52274148)supported by the National Natural Science Foundation of ChinaProject(2022XJLJ01)supported by the Fundamental Research Funds for the Central Universities,China。
文摘In this paper,Brazilian test was performed on disk samples of analogue materials with defined structural planes.The surface strain evolution process of the disk samples during loading was analyzed via digital image correlation.The damage evolution process was explored from a microscopic perspective by combining discrete element numerical simulation technology.The criterion of the failure mode of the disc specimen in the split state was theoretically deduced.The influence of structural surface roughness and loading inclination angle on the stress state at the center of the specimen was explored.The results showed that the failure modes of the samples could be divided into three typical modes as matrix failure,structural plane failure and combination failure.The rough structural plane improves the failure strength of the specimen by limiting its lateral deformation,and the degree of improvement weakens continuously with the increase of the inclination angle of the structural plane.As the inclination angle of the structural plane increases,the main type of microcracks in the structural plane changes from shear microcracks to tensile microcracks.This study contributes to a better understanding of macro-and meso-failure characteristics of rock masses with structural planes under a splitting state.
