首页 | 本学科首页   官方微博 | 高级检索  
     


Parameter analysis of composite pile foundation in bridge foundation
Authors:LI Guangxing    WANG Rusheng    WANG Lei    WANG Jinsong
Affiliation:LI Guangxing 1,WANG Rusheng1,2,WANG Lei 1 and WANG Jinsong 1 1.College of Construction Engineering,Jilin University,Changchun 130061,China;2.Key Laboratory of Earth Information Detection Equipment,Ministry of Education,Changchun 130061,China
Abstract:In the current theory of bridge foundation design,all of the loads above the cap are loaded by the pile,and the bearing capacity of the soil among piles is not taken into account.In order to analyze the bearing capacity of the soil among piles in bridge pile foundation,a model of pile foundation is established based on a bridge foundation which is under construction,and by the finite element analysis software ANSYS.According to the results of finite element analysis(FEA)and current bridge foundation design theory,a feasible composite pile foundation which can be applied in the design of bridge foundation,is recommended.Additionally,a number of modifications are made to the original design.It was confirmed that these modifications derived from numerical simulations can improve the performance of the foundation.
Keywords:composite pile foundation  bridge foundation  finite element  simulation analysis
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《世界地质(英文版)》浏览原始摘要信息
点击此处可从《世界地质(英文版)》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号