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    水岩作用下煤体孔裂隙结构演化特征及驱动机制实验研究

    An Experimental Research on the Pore and Fracture Evolution Characteristics and Its Driving Mechanism for Coal Samples Under Water-rock Interaction

    • 摘要: 为了掌握煤体长期水浸孔裂隙结构演化特征及其驱动机制,提出了基于核磁共振(NMR)和矿物成分分析(XRD)的煤体孔裂隙结构与矿物成分的CT扫描精确表征重构方法,对比分析了水浸前后孔裂隙、矿物成分的演化特征.结果表明:(1)煤样总体孔隙率由浸水前的20.3%增加到浸水后的22.6%,矿物成分体积占比则由浸水前的9.6%降至浸水后的7.9%,表明孔隙率的增加主要是由于黏土矿物成分溶于水所致.(2)连通孔占比由浸水前的19.21%增加到浸水后的21.29%,孤立孔则仅增加了0.16%,表明增加的孔裂隙中主要为连通性孔裂隙.(3)煤样浸水前孔隙半径范围为0.0012~0.5742μm,浸水后煤样孔隙半径范围缩小至0.0014~0.4337μm,煤样内部各截面孔裂隙占比方差由0.0006降至0.0002,表明浸泡使得煤样孔径分布更加均匀,大孔径裂隙占比减小的主要原因是部分矿物成分润湿膨胀并扩散吸附至裂隙表面.研究结果有助于评估矿井地下水库煤柱坝体在长期水浸过程中的承载渗流能力.

       

      Abstract: To reveal pores and fractures evolution characteristics and its driving mechanism for coal samples under long-term water immersion, an accurate characterization and reconstruction method for CT scan of coal pore structure and mineral composition was proposed based on NMR and XRD means.The evolution characteristics of pore fracture and mineral composition before and after water immersion are compared and analyzed.The results show that:(1) the overall porosity of coal samples increases from 20.3% to 22.6% after water immersion, and the volume proportion of mineral components decreases from 9.6% to 7.9%, which indicates that the porosity increase is mainly due to the dissolution of hydrophilic mineral components in water.(2) The connected pores increased from 19.21% to 21.29% after immersion, while the isolated pores only increased by 0.16%, indicating that the increased porosity are mainly connected pores and fractures.(3) The pore radius of coal sample before immersion are 0.0012~0.5742μm, and reduced to 0.0014~0.4337μm after immersion.The variance of each section's porosity is reduced from 0.0006 to 0.0002, which indicates that water immersion reduces the pore size range and makes its distribution more uniform.The main reason for the decrease of large pores is that some mineral components are swelling and diffusing to the fracture surface by water flow.The research results are helpful to evaluate the bearing seepage capacity of coal pillar dam in underground reservoir under long-term water immersion.

       

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