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。
In the different temperature and dry-density, the soil-water characteristic curve is established by the centrifuge test.
根据离心机法测定土壤水分特征曲线随温度和干密度的变化情况。
Through the centrifuge test, the paper validates the reliability of numerical calculating on high-stack soil; 4.
通过离心机的模拟试验，验证了数值计算对高路堤的计算结果的可靠性；
应用推荐