温度–渗流–应力耦合条件下黏土岩裂隙自闭合特性研究现状与思考

doi:10.13722/j.cnki.jrme.2018.1411

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摘要

黏土岩因为低渗透性和自闭合性能而被公认为理想的高放废物地质处置库介质，黏土岩裂隙自闭合特性可以显著降低其渗透性，从而达到阻止处置库核素迁移的目的。从试验、机制及模型三方面概述国内外黏土岩在温度–渗流–应力耦合条件下裂隙渗透性自闭合特性的研究现状与发展趋势。研究结果表明，黏土岩的裂隙自闭合规律与黏土矿物含量、应力状态、水溶液和温度等因素相关。总结国内外裂隙自闭合试验研究方法的基础上，提出采用瞬态法测量黏土岩裂隙自闭合过程中渗透性变化的思路。最后，探讨黏土岩裂隙自闭合过程研究的工作思路，主要有：裂隙自闭合微观机制研究、THMC多场耦合作用下裂隙自闭合特性、蠕变的发展对自闭合的影响规律、建立能够反映损伤区渗透性演化的自闭合模型等。

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	陈卫忠1
	雷江1
	2
	于洪丹1
	李翻翻1
	2
	马永尚1
	王九红3

关键词 ：岩石力学, 黏土岩核废料储存, EDZ, 损伤, 渗透性自闭合, 渗透性自闭合模型

Abstract：Clay rock is considered as an ideal medium for high-level radioactive waste geological repository due to its low permeability and self-sealing properties. The self-sealing properties of clay rocks can significantly reduce the permeability due to damage and hence prevent the radionuclide migration. The objective of this review is to discuss the state and development of the art in the self-sealing characteristics of clay rocks under coupled thermo-hydro-mechanical conditions from the aspects of experiment，mechanism and modeling investigations. The results show that the self-sealing characteristics of clay rocks are regulated by clay mineral content，stress state，water solution and temperature，etc. Based on the summary of advantages and disadvantages of the current experimental methods，a new transient approach is proposed to measure the permeability variation of clay rocks during the self-sealing process. The focuses of future researches，such as micro-mechanisms of self-sealing，self-sealing characteristics under coupled thermo-hydro-mechanical-chemical conditions，effects of creep development on self-sealing and self-sealing model establishment considering the evolution of permeability within excavation damage zones，are discussed.

Key words： rock mechanics radioactive waste disposal in clay rocks EDZ damage self-sealing permeability model of self-sealing

引用本文:

陈卫忠1，雷江1，2，于洪丹1，李翻翻1，2，马永尚1，王九红3. 温度–渗流–应力耦合条件下黏土岩裂隙自闭合特性研究现状与思考[J]. 岩石力学与工程学报, 2019, 38(9): 1729-1746.
CHEN Weizhong1，LEI Jiang1，2，YU Hongdan1，LI Fanfan1，2，MA Yongshang1,WANG Jiuhong3. A review of self-sealing characteristics of clay rocks under coupled thermo-hydro-mechanical conditions. , 2019, 38(9): 1729-1746.

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http://www.rockmech.org/CN/10.13722/j.cnki.jrme.2018.1411 或 http://www.rockmech.org/CN/Y2019/V38/I9/1729

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