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热-水-力耦合条件下花岗岩裂隙开度的变化

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地质选址考察和地基分析对地下空间工程建设十分重要.以浙江舟山地区花岗岩为样本,在地质勘测的基础上对热-水-力耦合条件下岩体裂隙的开度进行了数值模拟分析与计算.结果表明:在热-水耦合条件下,花岗岩裂隙的开度随着时间的增加先迅速增大,然后趋于稳定,距裂隙入口 20 mm处热应变增大明显,但热应变范围在10-5量级;在热-水-力耦合条件下,5 MPa围压下岩体裂隙变形程度较3 MPa围压下更大,裂隙的开度受耦合作用影响显著,裂隙的开度随着围压的增大而不断减小,导致花岗岩裂隙内部渗流能力降低.该研究结果可为花岗岩岩体裂隙稳定性研究提供参考.
Variation of granite fracture aperture under thermal-hydro-mechanical coupling condition
Geological site selection and foundation analysis are crucial for the construction of underground space engineering.Taking granite from the Zhoushan area of Zhejiang Province as a sample,the numerical simulation analysis was conducted based on geological survey.The fracture aperture distribution problem was calculated by using a granite sample under the complex environmental conditions.The results indicate that the granite fracture aperture shows a rapid increase with time under the coupled thermal-hydro condi-tion and then tends to stabilize;the thermal strain increases significantly at a distance of 20 mm from the fracture entrance and the range of the thermal strain is in the order of 10-5;under the thermal-hydro-me-chanical coupling condition,the deformation degree of the granite fracture at 5 MPa is higher than that at 3 MPa,and the fracture aperture is significantly affected by this coupling condition.The fracture aperture is continuously decreasing when the confining pressure is increased.Moreover,the decrease of the fracture ap-erture results in the decrease of the permeability in the internal rock fracture.The results provide a scientif-ic basic for the stability study of the fractured rock masses.

granite fractureaperture changethermal-hydro-mechanical couplinggeological surveynumeri-cal simulation

傅国耀、李涛、宋忱潞

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舟山市规划建筑设计研究院,浙江舟山 316199

浙江海洋大学海洋工程装备学院,浙江舟山 316022

花岗岩裂隙 开度变化 热-水-力耦合 地质勘测 数值模拟

浙江省高校科研业务费专项人才引进资金项目

JX6311040523

2024

安全与环境工程
中国地质大学

安全与环境工程

CSTPCD北大核心
影响因子:1.03
ISSN:1671-1556
年,卷(期):2024.31(2)
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