• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
Li Guangping, Tao Zhenye. A Micromechanical Damage Model for Rocks Subjected to True Triaxial Stresses[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(1): 24-31.
Citation: Li Guangping, Tao Zhenye. A Micromechanical Damage Model for Rocks Subjected to True Triaxial Stresses[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(1): 24-31.

A Micromechanical Damage Model for Rocks Subjected to True Triaxial Stresses

More Information
  • Published Date: January 26, 1995
  • A microscopic model is proposed for the mechanical damage of rocks subjected to true triaxial stresses toanalyze the influence of intermdiate principal stress on the constitutive relatioriship of rocks. Both the kinetic equa-tions of damage evolution and the formulations of damage compliance are developed. The numerical results indicatethat the intermediate principal stress has a strong influence on the mechanical properties of rocks It is shown that asthe intermediate principal stress increases the strain decreases in the direction of maximum principal stress directionand increases in the direction of minimum principal stress direction respectively But, when the maximum principalstress is large, large intermediate principal stress makes rock deform difficultly in the direction of maximum principalstress and easily in the dirertion of minimum principal stress
  • Related Articles

    [1]ZHANG Zhi-guo, XU Chen, GONG Jian-fei. Influence of tunneling on deflection of adjacent piles considering shearing deformation of foundation and 3D effects of lateral soils beside piles[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 846-856. DOI: 10.11779/CJGE201605010
    [2]LI Yong-hui, WANG Wei-dong, WU Jiang-bin. Bearing deformation of large-diameter and super-long bored piles based on pile shaft generalized shear model[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2157-2166. DOI: 10.11779/CJGE201512004
    [3]LIU Jin-li, QIU Ren-dong, QIU Ming-bing, GAO Wen-sheng. Behaviors of shaft resistance and tip resistance of piles under different conditions and conceptualization and application of distribution of shaft resistance[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 1953-1970. DOI: 10.11779/CJGE201411001
    [4]CUI Guan-chen, CAI Zheng-yin, LI Xiao-mei, SHEN Yue-gen. Preliminary investigation on working mechanism of covered sheet-pile wharfs[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 762-766.
    [5]LIANG Fa-yun, ZHANG Hao. Variational solution of single passive pile subjected to lateral soil movement induced by adjacent excavation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 19-23.
    [6]TANG Jun-wei, ZHAO Chun-feng, ZHAO Cheng, LIU Kun, LIAO Qian-xu. Experimental study on influence of pile-tip soil on friction resistance[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 454-459.
    [7]XI Ning-zhong, LIU Jin-li, XI Jing-yi. Numerical analysis of influence of stiffness of pile tip soil on shaft resistance[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 174-177.
    [8]DONG Jinrong. Enhanced and weakened effect of skin friction of cast-in-situ piles[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5): 658-662.
    [9]ZHOU Hongbo, CHEN Zhuchang, YAO Hao. Abnormal effect of skin friction of bored pile in Shanghai[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 174-179.

Catalog

    Article views (1185) PDF downloads (459) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return