异弹模重力坝模型试验及应力研究

Experiment and Stress Research of Masonry Gravity Dam with Concrete Deck

旨在应用实验方法和理论方法探讨重力坝的面板与坝体应力分布情况，特别是异弹模比大于５时坝应力的分布情况，为简捷计算法提供依据．

The distributive pattern of stresses in concrete deck and the masonry gravity dam was researched in order to know the difference between finite element method and simplified method. Particular emphasis was laid on the stresses distribution in the dam, when the ratio of elasticity modulus surpusses 5, and to give support to simplified the method.