乔艳红, 孙进忠, 陈祥. 2007: 太原晋阳西山大佛岩体完整性评价. 工程地质学报, 15(S2): 68-71.
    引用本文: 乔艳红, 孙进忠, 陈祥. 2007: 太原晋阳西山大佛岩体完整性评价. 工程地质学报, 15(S2): 68-71.
    QIAO Yanhong, SUN Jinzhong, CHEN Xiang. 2007: ASSESSMENT FOR INTEGRITY OF JINYANG XISHAN BIG BUDDHA ROCK MASS. JOURNAL OF ENGINEERING GEOLOGY, 15(S2): 68-71.
    Citation: QIAO Yanhong, SUN Jinzhong, CHEN Xiang. 2007: ASSESSMENT FOR INTEGRITY OF JINYANG XISHAN BIG BUDDHA ROCK MASS. JOURNAL OF ENGINEERING GEOLOGY, 15(S2): 68-71.

    太原晋阳西山大佛岩体完整性评价

    ASSESSMENT FOR INTEGRITY OF JINYANG XISHAN BIG BUDDHA ROCK MASS

    • 摘要: 对晋阳西山大佛所在陡崖岩体进行弹性波检测,获得评价该岩体完整性所必须的岩体物理力学性质参数,这些参数也是大佛陡崖岩体加固设计所必需的。分析Kv法的评判结果,发现岩体的完整性指数Kv值在某些岩层中的某些段中竟出现大于1的情况,为此文中讨论了出现这种情况的原因,并为进一步修正岩体完整性指数计算公式提出了参考建议。

       

      Abstract: The rock mass physical and mechanical parameters, which are necessary to evaluate the rock mass integrity and strengthen the scarp rock mass of big Buddha, are obtained with elastic wave test method. Analyzing the integrity parameter of Kv, it is discovered that the value of the integrity index of rock mass Kv is bigger than 1 in some part of the terranes. This paper discusses the reason and puts forward the referenced advices for forward correcting the formula of the Integrity index of rock mass.

       

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