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公路软基沉降双曲线预测法的进一步探讨

Further Research on the Hyperbolic Fitting Method for Prediction of Subgrad Settlement

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【作者】 李国维杨涛宋江波

【Author】 LI Guo?wei 1 , Yang Tao 2 , SONG Jiang?bo 3 (1 Hehai University,Jiangsu Nanjing 210098,China;2 University of Shanghai for Science and Technology,Shanghai 200093, China; 3 Shanghai No 1 Municipal Engineering Co Ltd , Shanghai 200083,China)

【机构】 河海大学岩土所上海理工大学城市建设与环境工程学院上海市政一公司 江苏南京210098上海200093上海200083

【摘要】 双曲线法是一种重要的沉降预测方法。由于待定参数少且其易于确定 ,表示的沉降发展规律与许多实际工程相符合 ,因而广泛应用于公路软基沉降预测中。本文通过汕汾高速公路实例 ,对双曲线法进行公路软基沉降预测的影响因素进行了深入分析 ,并提出了改进沉降预测精度的措施。

【Abstract】 Measured settlements of many structures built on soft ground develop with hyperbola of time, so the hyperbolic fitting method is a very important settlement prediction method It has small number of parameters which are determined easily by field observed settlements, and is widely used in settlement prediction of highway embankments on soft ground In this paper, through settlement prediction of the actual case of Shan-Fen expressway, some main factors in the hyperbolic fitting method are studied Some measures to improve predicting accuracy are proposed

【基金】 上海市教委科技发展基金资助项目 (0 1F0 3)
  • 【文献出处】 公路交通科技 ,Journal of Highway and Transportation Research and Development , 编辑部邮箱 ,2003年01期
  • 【分类号】U416.1
  • 【被引频次】118
  • 【下载频次】446
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