伍法权, 王思敬, 潘别桐. 2022. 统计岩体力学(SMRM)——岩体工程地质力学的传承与发展[J]. 工程地质学报, 30(1): 1-20. doi: 10.13544/j.cnki.jeg.2021-0805.
    引用本文: 伍法权, 王思敬, 潘别桐. 2022. 统计岩体力学(SMRM)——岩体工程地质力学的传承与发展[J]. 工程地质学报, 30(1): 1-20. doi: 10.13544/j.cnki.jeg.2021-0805.
    WU Faquan, WANG Sijing, PAN Bietong. 2022. Statistical mechanics of rock masses(SMRM)—Inheriting and developing of engineering geomechanics of rock masses[J]. Journal of Engineering Geology, 30(1): 1-20. doi: 10.13544/j.cnki.jeg.2021-0805.
    Citation: WU Faquan, WANG Sijing, PAN Bietong. 2022. Statistical mechanics of rock masses(SMRM)—Inheriting and developing of engineering geomechanics of rock masses[J]. Journal of Engineering Geology, 30(1): 1-20. doi: 10.13544/j.cnki.jeg.2021-0805.

    统计岩体力学(SMRM)——岩体工程地质力学的传承与发展

    STATISTICAL MECHANICS OF ROCK MASSES(SMRM)—INHERITING AND DEVELOPING OF ENGINEERING GEOMECHANICS OF ROCK MASSES

    • 摘要: 本文是中国地质学会工程地质专业委员会和中国科学院页岩气与地质工程重点实验室第五届谷德振讲座主讲报告。本文简要回顾了谷德振先生岩体工程地质力学的核心价值和历史贡献,系统介绍了30年来统计岩体力学理论和应用技术探索对岩体工程地质力学的传承和发展。统计岩体力学借鉴经典统计物理学的思想方法,提出了岩体结构几何概率模型、断续介质连续等效的断裂力学能量原理、岩体结构-应力协同控制原理、岩体强度的弱环控制原理、断续裂隙网络渗流力学原理;建立了裂隙岩体本构模型、岩体全过程变形分析方法、高储能岩体特性与岩爆机理模型、圆形硐室围岩弹性变形解析解;发展了岩体数据现场采集技术与装备、全空间方向岩体结构参数、力学参数、渗透系数计算方法,以及各向异性岩体质量分级、工程岩体主动加固方法;开发了岩体工程参数计算系统和数值分析工具JointModel。统计岩体力学的建立对岩体工程地质力学和岩体力学理论与技术进步起到了重要的推进作用。

       

      Abstract: This is the keynote speech for the 5th Gu Dezhen Lecture co-sponsored by the Engineering Geology Commission,China Geological Society and the Key Laboratory of Engineering Geomechanics,Chinese Academy of Sciences. The paper briefly recalls the core value and historical contribution of the"Engineering Geomechanics of Rock Masses(EGRM)"founded by Professor Gu Dezhen,and introduces the Statistical Mechanics of Rock Masses(SMRM) and its inheriting and developing to the EGRM in the past 30 years. Referring to the ideology of Statistical Physics,the SMRM has proposed geometric probability models for rock mass structure,the energy principle of fracture mechanics for continuity equivalent of discontinuous rock mass,the principle of structure-stress control to the behavior of rock mass,the principle of weak link control to rock mass strength,and the seepage mechanical principle of discontinuity network. The SMRM has established the constitutive model,the analytical method for complete deformation of rock mass,the model for characteristics and rock burst mechanism of high energy-store rock mass,the analytical solution of circular tunnel in elastic rock mass. The SMRM also has developed the technology and equipment for in situ data acquisition,computational methods for full directional parameters of structure,deformation,compressive strength and shear strength,permeability of rock mass,and anisotropic quality rating and active reinforcement of rock masses,and the module for numerical analysis,i.e. JointModel. The SMRM has strongly promoted the advances of the theory and technology of EGRM and rock mass mechanics.

       

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