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水岩耦合变形破坏过程及机理研究进展

李根,  唐春安,  李连崇

文章导航 > 力学进展  > 2012 >  42(5): 593-619
李根, 唐春安, 李连崇. 水岩耦合变形破坏过程及机理研究进展[J]. 力学进展, 2012, 42(5): 593-619. doi: 10.6052/1000-0992-11-113
引用本文: 李根, 唐春安, 李连崇. 水岩耦合变形破坏过程及机理研究进展[J]. 力学进展, 2012, 42(5): 593-619. doi: 10.6052/1000-0992-11-113
shu
LI Gen, TANG Chunan, LI Lianchong. ADVANCES IN ROCK DEFORMATION AND FAILUREPROCESS UNDER WATER-ROCK COUPLING[J]. Advances in Mechanics, 2012, 42(5): 593-619. doi: 10.6052/1000-0992-11-113
Citation: LI Gen, TANG Chunan, LI Lianchong. ADVANCES IN ROCK DEFORMATION AND FAILUREPROCESS UNDER WATER-ROCK COUPLING[J]. Advances in Mechanics, 2012, 42(5): 593-619. doi: 10.6052/1000-0992-11-113
shu

水岩耦合变形破坏过程及机理研究进展

doi: 10.6052/1000-0992-11-113
  • 1.

    中山大学工学院岩土工程与信息技术研究中心, 广州 510275

  • 2. 中山大学工学院应用力学与工程系, 广州 510275

  • 3. 大连理工大学土木工程学院岩石破裂与失稳研究所, 大连 11602

基金项目: 国家重点基础研究发展计划(973)项目(2011CB013503);国家自然科学基金项目(41030747,41102181,51079017,50820125405,51121005)资助
详细信息
    作者简介:

    李根,男,辽宁沈阳人,博士,毕业于大连理工大学,中山大学工学院应用力学与工程系讲师,主要从事岩土工程数值计算与分析(岩土本构理论、并行有限元方法、非协调有限元方法、THM耦合理论与数值计算、多场耦合作用下岩石破裂过程及机理研究、水压致裂研究、尾矿坝稳定性研究等).唐春安,现任大连理工大学教授,国家教育部长江学者特聘教授,岩石破裂与失稳研究所所长.中国岩石力学与工程学会副理事长,国务院第五届学科评议组成员.分别于94年、95年获得国家教委“跨世纪优秀人才培养计划”和“国家杰出青年科学基金”的资助.第一排名获得国家科技进步二等奖1次、省部级科技奖多次.主要从事岩石破裂过程失稳的基础和应用基础性理论研究.李连崇,男,辽宁朝阳人,博士,大连理工大学土木工程学院副教授.中国岩石力学与工程学会理事,国际岩石力学学会会员.主要从事岩土工程中的热(温度)--水(渗流)--岩(力)耦合作用、边坡稳定性分析相关的基础理论与应用研究.

    通讯作者:

    李根

ADVANCES IN ROCK DEFORMATION AND FAILUREPROCESS UNDER WATER-ROCK COUPLING

  • 1.

    Research Center of Geotechnical Engineering and Information Technology, School of Engineering, Sun Yat-sen University, Guangzhou 510275, China

  • 2. Department of Applied Mechanics and Engineering, School of Engineering, Sun Yat-sen University, Guangzhou 510275, China

  • 3. Institute for Rock Instability and Seismicity Research, School of Civil Engineering, Dalian University of Technology, Dalian116024, China

Funds: The project was supported by the National Basic Research Program of China (62011CB013503), the National Natural ScienceFoundation of China (41030747, 41102181, 51079017, 50820125405, 51121005)
More Information
    Corresponding author: LI Gen

    摘要
  • 摘要: 坝址水力劈裂、煤矿和隧道突水以及水力压裂工程都是岩体损伤演化积累诱发破坏 (灾变) 的过程,然而能否正确认识和评价这些过程取决于人们对水岩耦合变形破坏过程和机理的研究程度. 阐述了岩石渗流 --变形 --破坏特性及机理研究的进程, 侧重于物理实验成果. 综述了水岩耦合变形破坏过程分析模型和数值计算, 特别是有限单元法处理裂纹的思路, 并介绍了作者课题组近年来所取得的一些代表性成果. 给出了当前理论 (数值) 研究中所面临的几个具体问题和挑战, 并对今后研究工作进行了力所能及的展望.

     

    Abstract: Seepage flow in dam sites, water inrush in coal mines and tunnels, and hydraulic fracturing engineering are usually induced by the accumulation of rock damage evolution (catastrophic) process. Whether ourunderstanding and evaluation of these processes are correct or not depends on the indepth study on rock deformation and failure process under water-rock coupling condition. The advances in rock seepage-deformation-failure characteristics and relevant mechanism of the process, particularly the physical experimental results, arereviewed here. And the analysis models and corresponding numerical calculations for rock deformation, failureprocess under water-rock coupling are reviewed, especially the finite element method in view of the treatment ofcracks. A number of representative research results achieved by the authors in recent years are briefly presented.Several specific challenges in the current theoretical (numerical) research and the prospects of future researchesare then elucidated and suggested.

     

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