岩土工程学报Issue(z2)：36-41,6.DOI:10.11779/CJGE2014S2007
钢板桩围堰设计的土压力计算方法探讨
Method for earth pressure in design of steel sheet pile cofferdam
摘要
Abstract
In order to analyze the earth pressure acting on steel sheet pile cofferdam, the construction practice of deep-water foundation at Yinghe River Bridge of newly-built Fuyang-Lu’an Railway is investigated. Three-dimensional finite element model is established considering the interaction among steel sheet pile, internal bracing and soil layer. The values and change rules of earth pressure are analyzed during the construction process of steel sheet pile cofferdam. The results show that the surrounding soil does not reach limit equilibrium state during the construction process of steel sheet pile cofferdam. The value of earth pressure on the outer steel sheet pile cofferdam is between the active earth pressure and the static earth pressure, which is close to the static earth pressure. The value of earth pressure on the inner steel sheet pile cofferdam is between the passive earth pressure and the static earth pressure, which is close to the static earth pressure. The earth pressure on steel sheet pile is suggested to use the static earth pressure because it is difficult to accurately determined under working condition. The suggestion will make the design results be safer.关键词
桥梁工程/钢板桩围堰/土压力/数值模拟/深水基础Key words
bridge engineering/steel sheet pile cofferdam/earth pressure/numerical simulation/deep-water foundation分类
建筑与水利引用本文复制引用
汤劲松,熊保林..钢板桩围堰设计的土压力计算方法探讨[J].岩土工程学报,2014,(z2):36-41,6.基金项目
上海铁路局科研计划项目 （）
