王艳玲, 陈建峰. 2002: 高填土软土路基稳定性监测方法. 工程地质学报, 10(S1): 668-671.
    引用本文: 王艳玲, 陈建峰. 2002: 高填土软土路基稳定性监测方法. 工程地质学报, 10(S1): 668-671.
    Wang Yanling, Chen Jianfeng. 2002: MONITORING METHODS OF HIGH FILLED ROAD BED IN SOFT SOIL AREAS. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 668-671.
    Citation: Wang Yanling, Chen Jianfeng. 2002: MONITORING METHODS OF HIGH FILLED ROAD BED IN SOFT SOIL AREAS. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 668-671.

    高填土软土路基稳定性监测方法

    MONITORING METHODS OF HIGH FILLED ROAD BED IN SOFT SOIL AREAS

    • 摘要: 总结了高填土软土路基3种常用的稳定性监测方法,即规范中的位移速率控制方法,路堤坡脚最大水平位移量与路堤中心地面沉降比值控制方法和日本的回归公式控制方法。通过对一个实例的分析,认为比值控制方法是一个值得推荐的高填土软土路基稳定性监测方法。

       

      Abstract: The paper summarizes three monitoring methods of high filled road bed in soft soil areas, that is the displacement rate method provided by.the norm, the method of radio of the maxim horizon displacement and the settlement of the center of the road bed, and the regression formula method used in Japan. By analyzing an example, we think radio method is worthy of recommending.

       

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