摘要
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。通过对各设计阶段的不同断面型式的研究论证，推荐了低双排塑性防渗墙方案。
This paper introduces the research results on numerical stress strain analysis and centrifuge model test for the TGPs high soil rock cofferdam. Through demonstration and analysis to the different cross section forms for various design stages, a design scheme of low double row anti seepage walls poured by plastic concrete is recommended.
出处
《长江科学院院报》
CSCD
北大核心
1997年第4期58-62,共5页
Journal of Changjiang River Scientific Research Institute
关键词
深水围堰
离心模型
三峡工程
围堰
土石围堰
deep water cofferdam
stress and strain
cut off wall
centrifuge model test
