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新晋高速公路陡坡路堤挡土墙设计
引用本文:仪志平,杨太钦.新晋高速公路陡坡路堤挡土墙设计[J].水运科技信息,2009(4):87-89.
作者姓名:仪志平  杨太钦
作者单位:江苏省交通科学研究院,南京210017
摘    要:目前陡坡路堤挡土墙设计中大多沿用传统的土压力理论和公式,没有考虑滑块下滑力的影响。文中结合实际工程,对陡坡路堤挡土墙设计中下滑力的计算及挡土墙位置选择进行详细的论述,提出了下滑力的计算方法和挡土墙位置选择需考虑的因素。

关 键 词:陡坡  路堤  挡土墙  设计

Design of Retaining Walls on Steep Slopes of Embankment in Xin-Jin Highway
Yi Zhiping,Yang Taiqin.Design of Retaining Walls on Steep Slopes of Embankment in Xin-Jin Highway[J].Transportation Science & Technology,2009(4):87-89.
Authors:Yi Zhiping  Yang Taiqin
Institution:(Jiangsu Transportation Research Institute , Nanjing 210017,China)
Abstract:Most of the current design of retaining walls on steep slopes of embankment uses the traditional earth pressure theories and formulas, and the impact of the sliding force is not considered. In this paper, combining the actual engineering, the design of retaining walls of the steep embankment in the calculation of sliding force and the location choice for retaining walls are discussed detailedly. At the last, the paper put forward the calculation method for sliding force and the factors should been considered in the location choice.
Keywords:steep slopes  embankment  retaining walls  design
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