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软土路基工后沉降预测技术与应用实践
引用本文:赵庆鑫,丛林.软土路基工后沉降预测技术与应用实践[J].山西建筑,2010,36(1):279-281.
作者姓名:赵庆鑫  丛林
作者单位:同济大学交通运输工程学院,上海,201804
摘    要:针对软土路基工后沉降的数据特点,分别建立了双曲线和灰色理论沉降预测模型,并结合某省高速公路路基工后沉降观测数据进行了实例应用,预测结果表明,双曲线法和灰色模型法能够较为准确地反映路基沉降规律。

关 键 词:软土路基  双曲线法  灰色模型  沉降预测

On settlement forecasting technology and application on soft-soil foundation
ZHAO Qing-xin,CONG Lin.On settlement forecasting technology and application on soft-soil foundation[J].Shanxi Architecture,2010,36(1):279-281.
Authors:ZHAO Qing-xin  CONG Lin
Affiliation:ZHAO Qing-xin CONG Lin
Abstract:Aiming at the data characteristics of the settlement after the soft-soil foundation,the paper establishes the settlement of forecasting models,double curves and gray theory,applies the models by combining with the settlement forecasting data of some expressway foundation.It is indicated that the double curve method and gray model method can better reflect the settlement rule of the foundation.
Keywords:soft-soil foundation  double curve  gray model  settlement forecasting  
本文献已被 CNKI 维普 万方数据 等数据库收录!
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