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整体式桥台桥梁台后土压力的季节性变化研究
引用本文:彭大文,陈晓冬,袁燕. 整体式桥台桥梁台后土压力的季节性变化研究[J]. 岩土工程学报, 2003, 25(2): 135-139
作者姓名:彭大文  陈晓冬  袁燕
作者单位:福州大学土木建筑工程学院;福州大学土木建筑工程学院 福建福州350002;福建福州350002;
摘    要:建立了整体式桥台与土共同作用的有限元模型 ,计算分析了季节性温度变化下台后土压力的分布曲线。以三跨连续混凝土板桥为工程实例 ,提出并验证台后设置EPS压缩层和置换轻填土两种方案 ,同时配合台后土体加筋 ,为整体式桥台设计提供理论依据

关 键 词:季节性温度变化  整体式桥台  土压力  有限元分析  EPS材料  
文章编号:1000-4548(2003)02-0135-05
修稿时间:2002-06-05

Study on seasonal fluctuation of earth pressure behind the abutment
PENG Dawen,CHEN Xiaodong,YUAN Yan. Study on seasonal fluctuation of earth pressure behind the abutment[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 135-139
Authors:PENG Dawen  CHEN Xiaodong  YUAN Yan
Affiliation:College of Civil Engineering Fuzhou University Fuzhou 350002 China
Abstract:In this paper,a FEM model for calculating earth pressures behind the abutment with considering the interaction of the earth and the abutment is established, the distribution curves of earth pressures behind the abutment under seasonal fluctuation of temperature are analyzed. With a practical example of a three span continuous concrete bans,two method are proposed and verified:a compressible inclusion of resilient EPS material is used or the EPS block geofoam is used as lightweight fill ,with geosynthetic as reinforcement (geogrid, geotextile or metallic elements). It offers a theoretical basis for design of the abutments.
Keywords:circular temperature loads  integral abutment bridge  earth pressure  FEM method  EPS(expanded polystyrene) material
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