This paper presents the elastoplastic numerical results of Laxiwa arch dam-foundation system by employing 3D non-linear FEM code, TFINE. Displacements and stresses of the dam were analyzed.
使用大型三维非线性有限元程序（TFINE），对拉西瓦拱坝-地基系统进行了三维弹塑性有限元数值模拟，对该拱坝-地基系统在正常荷载下的位移和应力进行了分析。
The reliability of seepage prevention system is a key problem for high rockfill dam built on the foundation of large overburden depth.
在深覆盖层地基上修建高土石坝，其防渗体系的可靠性是一项关键技术问题。
The principles and construction of artificial intelligence expert system are applied to establish, with VB language, a rock classification expert system for concrete gravity dam foundation.
运用人工智能专家系统的原理和构造方法，采用VB语言创建重力坝坝基岩体分级专家系统。
The above theory and method are adopted to establish anisotropic strength criterion and make dynamic analysis for deep sliding surface of dam-rock foundation system.
在此基础上，对岩体各向异性强度准则及其数值实现方法进行研究，并编制相应的计算程序对坝体—岩基系统的深层滑动面进行动力分析。
The research about the section design, the treatment of spillway section and the anti-seepage system of overflow concrete face rockfill dam that is constructed on the rock foundation is performed.
本文主要探讨岩基上溢流面板堆石坝的断面设计、溢流段的处理和防渗系统。
In the analysis, the foundation is divided into block elements, and the arch dam is treated as an arch-cantilever system.
耦合分析时，用块体单元离散坝基，将坝体划分为拱梁系统。
In the analysis, the foundation is divided into block elements, and the arch dam is treated as an arch-cantilever system.
耦合分析时，用块体单元离散坝基，将坝体划分为拱梁系统。
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