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公路膨胀土加筋地基承载力计算方法研究
引用本文:刘义虎.公路膨胀土加筋地基承载力计算方法研究[J].中南公路工程,2005,30(3):35-39.
作者姓名:刘义虎
作者单位:湖南省交通规划勘察设计院,湖南长沙410008
基金项目:西部交通科技项目(200231800015)
摘    要:结合公路膨胀土加筋地基的受力特点和作用机理及其破坏形式,对国内外常用的公路膨胀土加筋地基承载力的计算方法进行了深入分析,在此基础上,筛选出了适宜于我国公路膨胀土加筋地基承载力计算的宾奎特法和改进的太沙基法及深基础效应法,这对公路膨胀土加筋地基的设计具有重要的指导作用.

关 键 词:膨胀土  加筋地基  作用机理  破坏形式  承载力  计算方法
文章编号:1002-1205(2005)03-0035-05
收稿时间:2005-05-24
修稿时间:2005年5月24日

Method for Calculating Bearing Capacity of Reinforced Swelling Soil Foundation for Highways
LIU Yihu.Method for Calculating Bearing Capacity of Reinforced Swelling Soil Foundation for Highways[J].Central South Highway Engineering,2005,30(3):35-39.
Authors:LIU Yihu
Institution:Hunan Provincial Institute of Communications Planning, Survey and Design, Changsha, Hunan 410008, China
Abstract:Common methods for calculating bearing capacity of reinforced swelling soil foundation are reviewed and analyzed in this paper with consideration of loading characteristics, reinforcing mechanism and failure mode in highways. Based on the review and analysis, the Binquet J. Lee K.L. method, Yamanouch and Gotoh method, and deep foundation effect method are selected for domestic applications. Results of the study provide important guidelines for the design of reinforced swelling soil foundation for highways.
Keywords:swelling soil  reinforced foundation  reinforcing mechanism  failure mode  bearing capac ity  calculation method
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