刘培泰, 张景德, 王乃光, 潘和平, 刘吉善. 1994: 裂隙岩体强度试验单点法及其前景. 工程地质学报, 2(3): 54-61.
    引用本文: 刘培泰, 张景德, 王乃光, 潘和平, 刘吉善. 1994: 裂隙岩体强度试验单点法及其前景. 工程地质学报, 2(3): 54-61.
    shu
    liu Peitai, Zhang Jingde, Wang Naiguang, Pan Hepin, Liu Jishan. 1994: REPETITIVE TESTING OF STRENGTH OF FISSURED ROCK MASS BY SINGIE POINT METHOD AND ITS PROSPECT. JOURNAL OF ENGINEERING GEOLOGY, 2(3): 54-61.
    Citation: liu Peitai, Zhang Jingde, Wang Naiguang, Pan Hepin, Liu Jishan. 1994: REPETITIVE TESTING OF STRENGTH OF FISSURED ROCK MASS BY SINGIE POINT METHOD AND ITS PROSPECT. JOURNAL OF ENGINEERING GEOLOGY, 2(3): 54-61.
    shu

    裂隙岩体强度试验单点法及其前景

    REPETITIVE TESTING OF STRENGTH OF FISSURED ROCK MASS BY SINGIE POINT METHOD AND ITS PROSPECT

      摘要
    • 摘要: 本文在回顾裂隙岩体强度试验的基础上，用大量原位测试数据对裂隙岩体直剪破坏机理和裂隙岩体直剪破坏的基本规律及其成因进行了深入探讨；总结出一套行之有效的试验技术；给出了裂隙岩体直剪破坏时的充分必要条件并加以量化。

       

      Abstract: This paper,reviewing on strengh tests of fissured rock mass discusses mechanism and basic law of direct shear failure of fissured rock mass from a large amount of in situ test data and its affecting factors in the fissure rock mass.A set of affective experimental techniques are given and some necessary and essential conditions for failure of fissured rock are provided.It plays an importent role in rock mechanics and solid mechanics.

       

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