模型参数可由邓肯-张模型参数换算。
The model parameters can be converted from the parameters of the Duncan-Chang model.
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。
The Duncan-Chang E-B model, a nonlinear elastic model widely used in the geotechnical engineering, was chosen in this paper.
本文对土体采用邓肯-张非线性弹性模型编制了四节点等参元有限元程序ddkepl。
In this paper, four-nodal isoparametric element program DDKEPL by using Duncan's nonlinear-elastic model for soil is presented.
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