Study on correlation of macro and microstructural parameters of hollowcylindrical grey sandstone based on PFC3D
姜玥邹文栋
JIANG Yue;ZOU Wendong
苏州科技大学 土木工程学院中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室
为从细观层面揭示主应力量值变化并为应力主轴旋转组合条件下围岩的破坏机理研究提供一种有效的数值模拟方法,基于空心圆柱灰砂岩单轴压缩和常规三轴压缩试验特性,分别采用单因素分析法、响应曲面分析法和回归分析法,研究了离散元软件PFC3D中平行黏结模型宏细观参数的敏感性特征。结果表明:依靠单因素分析法确定出的细观参数可靠性极低,基于响应曲面分析法和回归分析法获取的细观参数在低围压下与实验室结果表现出良好的拟合性;空心圆柱灰砂岩数值模型的抗压强度$ {mathrm{sigma }}_{mathrm{c}} $与黏聚力$ bar{c} $呈正相关;弹性模量$ E $分别与有效黏结模量$ {bar{E}}_{{mathrm{c}}} $、平行黏结刚度比($ {bar{k}}_{mathrm{n}}/{bar{k}}_{mathrm{s}} $)2呈正相关,与$ {bar{k}}_{mathrm{n}}/{bar{k}}_{mathrm{s}} $呈负相关;泊松比
In order to provide an effective numerical simulation method to reveal the damage mechanism study of surrounding rock under the combination of the change of principal stress value and the rotation of the stress principal axis from the fine-scale level, based on the uniaxial compression and conventional triaxial compression test characteristics of hollow cylindrical gray sandstone, the sensitivity of the macro fine-scale parameters of the parallel bonding model in the discrete element software PFC3D was studied by using the one-factor analysis method, the response surface analysis method, and the regression analysis method, respectively. characteristics of the parallel bonding model in the discrete element software PFC3D. The results show that: the reliability of the macroscopic parameters determined by the one-factor analysis method is extremely low, and the macroscopic parameters obtained based on the response surface analysis and regression analysis method show a good fit with the laboratory results at low perimeter pressure; the numerical model compressive strength $ {sigma }_{mathrm{c}} $ is positively correlated with cohesion $ bar{c} $, and the elastic modulus E is positively correlated with the quadratic of the effective modulus of adhesion $ {bar{E}}_{{mathrm{c}}} $ and stiffness ratio $ {bar{k}}_{mathrm{n}}/{bar{k}}_{mathrm{s}} $, and positively correlated with stiffness ratio $ {bar{k}}_{mathrm{n}}/{bar{k}}_{mathrm{s}} $ positively correlated with the stiffness ratio $ {bar{k}}_{mathrm{n}}/{bar{k}}_{mathrm{s}} $ and negatively correlated with the quadratic of the stiffness ratio $ {bar{k}}_{mathrm{n}}/{bar{k}}_{mathrm{s}} $, Poisson's ratio
离散元PFC3D空心圆柱灰砂岩平行黏结模型细观参数标定应力主轴旋转
discrete element PFC3D;hollow cylindrical gray sandstone;parallel bonding model;parameter calibration;stress spindle rotation
主办单位:煤炭科学研究总院有限公司 中国煤炭学会学术期刊工作委员会