林锋, 石豫川, 黄润秋. 2004: 高填方路基压实度不均导致路基病害机理研究. 工程地质学报, 12(S1): 277-279.
    引用本文: 林锋, 石豫川, 黄润秋. 2004: 高填方路基压实度不均导致路基病害机理研究. 工程地质学报, 12(S1): 277-279.
    LIN Feng, SHI Yuchuan, HUANG Runqiu. 2004: STUDY ON MECHANISM OF ROADBED HAZARDS CAUSED BY INHOMOGENEOUS HIGH-FILLED ROADBED COMPACTING FACTOR. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 277-279.
    Citation: LIN Feng, SHI Yuchuan, HUANG Runqiu. 2004: STUDY ON MECHANISM OF ROADBED HAZARDS CAUSED BY INHOMOGENEOUS HIGH-FILLED ROADBED COMPACTING FACTOR. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 277-279.

    高填方路基压实度不均导致路基病害机理研究

    STUDY ON MECHANISM OF ROADBED HAZARDS CAUSED BY INHOMOGENEOUS HIGH-FILLED ROADBED COMPACTING FACTOR

    • 摘要: 填方路堤压实度不足是路堤施工中的常见质量问题,对填方路基因压实度不足而导致的变形破坏分析,必须考虑到包括变形模量和泊松比等在内的物理力学参数变化。作者基于线弹性理论,推导了考虑岩土体变形参数变化情况下的有限元分析方法,并应用该方法对四川某高速公路填方路堤的变形破坏特征进行了分析,计算结果很好地反映了填方路堤的变形破坏特征。这样的计算分析对于填方路堤设计及施工质量的控制将具有预测性的指导意义。

       

      Abstract: Inhomogeneous roadbed compacting is the common quality problem of high-filled roadbed, when analyzing deformation and failure of roadbed caused by it, the changes of physical mechanics parameters, such as deformation modulus and Poisson's ratio, must be considered. Based on the elastic theory, author has deduced the FEM analysis method which can consider deformation parameters changes, and analyzed deformation and failure characters of expressway high-filled roadbed in Sichuan Province, the result is OK。Obviously, this analysis has the forecasting and guiding meaning to high-filled roadbed design and construction.

       

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