陈新建, 赵法锁, 张发明, 蒯志要. 2010: 真空预压软土路基沉降预测. 工程地质学报, 18(S1): 178-181.
    引用本文: 陈新建, 赵法锁, 张发明, 蒯志要. 2010: 真空预压软土路基沉降预测. 工程地质学报, 18(S1): 178-181.
    CHEN Xinjian, ZHAO Fasuo, ZHANG Faming, KUAI Zhiyao. 2010: FORECAST OF SOFT SOIL SUBGRADE BY VACUUM PRELOADING. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 178-181.
    Citation: CHEN Xinjian, ZHAO Fasuo, ZHANG Faming, KUAI Zhiyao. 2010: FORECAST OF SOFT SOIL SUBGRADE BY VACUUM PRELOADING. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 178-181.

    真空预压软土路基沉降预测

    FORECAST OF SOFT SOIL SUBGRADE BY VACUUM PRELOADING

    • 摘要: 采用6~30d实测数据,分别采用双曲线拟合法、指数曲线拟合法和泊松曲线拟合法对真空预压法处理软土路基沉降进行预测,计算结果表明指数曲线拟合法预测的结果与实际沉降量较为接近,收敛性也最好,可用于指导施工。

       

      Abstract: With the measured data on the soft soil subgrade settlement,the curve fitting methods,hyperbolic method,exponential curve method and poisson-curve method,were Respectively taken to fit and forecast the soft soil subgrade settlement in Yangtze River floodplain,which were treated by the vacuum preloading.The results show that the exponential curve method is the best way to calculate and estimate the settlement.More importantly,the exponential curve method can be used to forecast the soft soil subgrade settlement and to guide the subgrade construction.

       

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