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高速公路构造物地基极限承载力的理论分析
引用本文:蒯行成,刘先伟,潘成筋.高速公路构造物地基极限承载力的理论分析[J].中南公路工程,2006,31(2):80-83,92.
作者姓名:蒯行成  刘先伟  潘成筋
作者单位:[1]湖南大学工程力学系,湖南长沙410082 [2]湖南路桥集团公司,湖南长沙410004
摘    要:高速公路建设中有大量的通道和涵洞等构造物,高路堤下构造物地基承载力的确定成了设计和施工中必须认真考虑的问题。利用数值方法计算构造物地基的极限荷载,并与太沙基公式或斯凯普顿公式的计算结果进行比较,从理论上分析影响地基承载力的主要因素,同时讨论高路堤下构造物地基承载力的确定。

关 键 词:地基承载力  构造物  高速公路
文章编号:1002-1205(2006)02-0080-04
收稿时间:2005-11-09
修稿时间:2005-11-09

Theoretical Analysis on Ultimate Load of Foundation soil of Constructions in Highway
KUAI Xingcheng , LIU Xianwei , PAN Chengjin.Theoretical Analysis on Ultimate Load of Foundation soil of Constructions in Highway[J].Central South Highway Engineering,2006,31(2):80-83,92.
Authors:KUAI Xingcheng  LIU Xianwei  PAN Chengjin
Institution:1. Dept of Engineering Mechanics, Hunan University, Changsha, Hunan, 410082; 2. Hunan Hunan Litan Highway Construction and Development Ltd., Changsha, Hunan, 410004
Abstract:There are a large number of constructions such as culverts in highway construction, How to determine the bearing capacity of foundation soil of the constructions under high embankments becomes a problem that must be taken seriously. In this paper, numerical method was used to calculate the ultimate loads of foundation soil, the results of which were compared with those calculated by Terzaghi or Skempton formula. The factors affecting the bearing capacity of foundation soil were analyzed theoretically, and the determinations of the bearing capacity of foundation soil were discussed.
Keywords:bearing capacity of foundation soil  construction  highway  
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