摘要
岩石本质上是一种非均质材料,其力学性质受到微观孔隙结构的影响。通过计算不同岩石微米CT图像的分形维数、孔隙半径分布和孔隙形状因子分布,分析了岩石的微观孔隙结构特征。基于数字岩芯表征单元,用有限元方法开展孔隙尺度下微观变形模拟试验,研究微观孔隙结构对岩石变形的影响。结果表明:岩石孔径分布各异,骨架和孔隙都具有分形特征,浑圆孔隙占比相对较少。岩石变形模拟试验中,由于端部束缚作用强,出现了严重的端部效应,在中部了形成X形的共轭塑性剪切带,会不断发展直至岩石破坏;不规则孔隙的存在,使得岩石内部应力集中现象明显,塑性变形区域分布极不均匀。岩石轴向上具有整体平移的特点,侧向变形严重,变形带之间过渡区域位移梯度较大;X形剪切带的下部,形成位移较小的拱形弹性变形区。岩石有效弹性模量与孔隙度和孔隙分形维数具有良好的相关性。随着孔隙度的增加,有效模量几乎呈指数递减,孔隙度对岩石力学性质影响巨大。孔隙分形维数越大,有效弹性模量大体上逐渐变小。研究从孔隙尺度揭示了岩石微观结构的变形机制,对岩石宏观性质的研究具有重要的指导意义。
Rock is essentially a kind of heterogeneous material and its mechanical properties are controlled by pore microstructures.In this paper,the fractal dimensions,pore size distributions and shape factor distributions of micro-CT images of different rocks were calculated using the image morphology algorithms.With the REV of digital images,the deformation simulation experiments were performed using FEM and the effects of microstructures on rock deformation were investigated.The results show that the pore size distributions differ significantly among these rocks of which both skeletons and pores have fractal characteristics,and the round pores account for little.Due to the restraint on the two ends of rock sample under uniaxial loading,rock failure does not firstly emerge at the sample end,but at the middle of rock sample where an X-shaped conjugated plastic shear zone emerges,and it develops continuously until the rock sample is destroyed.The highly uneven distribution of plastic deformation zones and the distinctly internal stress concentration occur due to the irregular pores.Along the loading direction,rock has a distinct displacement mode with large lateral deformation,and the displacement gradients of transition regions of the deformed belts are quite large.An arc-shaped elastic deformation zone below the X-shaped shear zone is produced.The effective elastic modulus of rock has a good correlation with the porosity and fractal dimension.With the increasing of porosity,the effective modulus decreases almost exponentially,indicating that porosity has a remarkable influence on the mechanical properties of rock.The larger the pore fractal dimension is,the smaller the elastic modulus.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2018年第2期449-460,共12页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金面上项目(51474224)
中国石油大学(北京)青年创新团队C计划(C201605)~~
关键词
岩石力学
数字岩芯
孔隙结构
微观变形
有效模量
rock mechanics
digital core
pore microstructure
microdeformation
effective modulus