百色水利枢纽混凝土重力坝非线性平面有限元计算分析

Analysis of Non-Linear Plane Finite Calculation For Bose Concrete Gravity Dam

右江百色水利枢纽混凝土重力坝较高，地质复杂，本文用非线性有限元程序进行计算，研究坝基材料为非线性时对坝体位移和应力的影响，基础处理不同方案对坝体位移和应力的影响，可为该坝基础处理措施提供依据。

hoe concrete gravity dam on the Youjiang River is high with complicated geological conditions. In thispaper, calculation is carried out by non - linear program to investigate the effect of non - linear dam foundationmaterials on the displacement and stresses of the dam and the effect of different schemes of foundation treatment on thedisplacement and stresses of the dam, so as to offer a basis for foundation treatment measures of the dam.