【摘要】 基于有限元原理,将防洪墙体和墙后回填土分为若干施工层,对防洪墙的沉降位移和水平位移进行仿真计算分析,得出防洪墙体位移变形随着施工过程的变化规律。株洲航电枢纽厂坝工程安全监测结果表明,施工仿真计算分析是合理的。更多还原

【Abstract】 Based on the finite element principle,the body of the flood wall and the backfilling soil are divided into certain construction procedures.The simulation computation analysis of the subsidence displacement and the horizontal departure are presented in this paper.Through the analysis,the variation rule of displacement and deformation of flood wall along with the construction process is obtained.The project safety monitor result of Zhuzhou Navigation and Hydropower Junction indicated that the construction simulation computation analysis is reasonable.更多还原