刘滔, 刘明振. 2007: 大雁塔倾斜原因分析. 工程地质学报, 15(S1): 391-396.
    引用本文: 刘滔, 刘明振. 2007: 大雁塔倾斜原因分析. 工程地质学报, 15(S1): 391-396.
    LIU Tao, LIU Mingzhen. 2007: ANALYSIS ON THE REASON OF DAYAN PAGODA INCLINATION. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 391-396.
    Citation: LIU Tao, LIU Mingzhen. 2007: ANALYSIS ON THE REASON OF DAYAN PAGODA INCLINATION. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 391-396.

    大雁塔倾斜原因分析

    ANALYSIS ON THE REASON OF DAYAN PAGODA INCLINATION

    • 摘要: 就大雁塔倾斜的原因提出了作者自己的看法,认为(1)设计不当:采用了过大的基底压力和过分简单的地基处理方案、过大的基础宽高比以及地基处理厚度的不同;(2)施工质量:基础砌体和地基处理质量上的差异是其一建成就发生倾斜的主要原因,而水的影响造成了后期倾斜的发展。

       

      Abstract: The reason why Dayan Pagoda inclined was given in the point of writers' view. Excessive gross loading intensity, incompatible foundation and soil improvement, the differences in their thickness and quality led to the early inclination. The influence of water environment caused its development in the late period of it.

       

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