This 350m super-high core-wall rockfill dam was researched as follows:(1) The 3D-FEM model was built based on structure of dam and terrain. The Duncan E-B model was used for 3D-FEM static analysis.
本文以实际工程项目为例,对350m级超高心墙堆石坝进行了如下的研究:(1)根据坝体结构及地形地势特点建立了三维有限元模型,采用邓肯E-B模型对三维坝体进行了静力有限元分析。
参考来源 - 高心墙堆石坝三维有限元分析及抗震安全评价·2,447,543篇论文数据，部分数据来源于NoteExpress
Based on Duncan e-b model and Increment FEM, wetting deformation of Heihe earth dam during reservoir filling is analyzed in this paper.
采用基于邓肯e—B模型的增量有限元法，对黑河水库初次蓄水时大坝的湿化变形进行了计算分析，并与实际观测结果进行了比较。
BP ANN model of back analysis of CFRD has been constructed with Newff Function of MATLAB language, the material parameters of Duncan E-B model is calculated by back analysis.
运用MATLAB语言提供的神经网络功能函数，建立面板堆石坝反分析的BP神经网络模型，对邓肯e - B模型的材料参数进行反演计算。
The Duncan-Chang E-B model, a nonlinear elastic model widely used in the geotechnical engineering, was chosen in this paper.
邓肯-张E-B模型是岩土工程分析计算中常用的一种非线性弹性模型。
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