摘要
分析了地下连续墙和土的相互作用机理 ,对墙体位移沿深度的分布进行了有限元分析 ,并与实测结果进行了比较 ,研究了土压力和位移的关系 ,提出了开挖过程中按墙体位移计算土压力。
The paper analyzes the mechanics of the interaction between continuous concrete wall and soil,Finite element method was used to analyze the displacement of the wall and the result was compared with that of measured.The relationship of earth pressure and displacement was studied.Proposal for designing and analyzing wall considering the earth pressure in excavation was given.
出处
《港工技术》
北大核心
2003年第2期46-48,共3页
Port Engineering Technology
