路基工程Issue(2)：15-18,4.
桩承式加筋路堤等沉面高度影响因素分析
Analysis on Factors Affecting Height of Equal Settlement Section in Pile-supported Reinforced Embankment
摘要
Abstract
Based on the pile-supported reinforced embankment project along Taizhou-Jinyun Highway, a 3D numerical model thereof is established with finite difference software FLAC3D so as to study how clear spacing of pile cap, internal friction angle of embankment fill, cohesion of the fill and tensile strength of horizontal reinforcement affect height of equal settlement section. The results show that ratio of the equal settlement section height to the clear spacing is 3.0 -3.7; and as the internal friction angle increases, this height decreases; however, the cohesion and the tensile strength have no influence on this height.关键词
桩承式加筋路堤/土拱效应/等沉面高度/数值分析Key words
pile-supported reinforced embankment/ soil arching effect/ equal settlement section height/ numerical analysis分类
交通工程引用本文复制引用
周敏,曹卫平..桩承式加筋路堤等沉面高度影响因素分析[J].路基工程,2013,(2):15-18,4.基金项目
国家自然科学基金项目(51078308) （51078308）
陕西省教育厅科学研究计划项目(2010JK623) （2010JK623）
