This paper introduces the research results on numerical stress strain analysis and centrifuge model test for the TGPs high soil rock cofferdam.
介绍了应用数值分析和离心模型试验方法对三峡深水高土石围堰进行应力变形研究的成果。
Based on the theory analysis of the equal contact stress inner curve, the experiment research is discussed, and the project of experiment is also designed.
在理论分析等接触应力轨道曲线的基础上，对试验研究进行了探讨，并设计了相应的试验方案。
Software development of rock mass stress state analysis is one of the important problems of the geo-dynamic division team's research.
开发岩体应力状态分析软件是地质动力区划课题研究工作的重要内容之一。
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