摘要
本文应用TDS非线性平面有限元通用程序，对重力坝基础纵向断层及其处理进行力学分析，并与前人所作的光弹试验结果进行了比较。为重力坝的设计及断层处理提供了计算依据。
This paper studies the mechanics characters of a longitudinal fault under the concrete gravity dam and its reinforcement with TDS nonlinear planeb FEM Compared the calculated results with results of photoelasticity test done by others,the author indicated that the analysis above improve the methods of dam design and faults treats.
关键词
纵向断层
重力坝
基础
力学分析
TDS nonlinesr FEM
longitudinal fault
concrete plug
