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软土地基堆土边坡数值模拟的建模过程分析
引用本文:梁栋.软土地基堆土边坡数值模拟的建模过程分析[J].城市道桥与防洪,2023(6):217-221.
作者姓名:梁栋
作者单位:上海市政交通设计研究院有限公司
摘    要:运用岩土工程设计中应用广泛的迈达斯GTS NX软件,在摩尔-库伦本构模型基础上,通过对各项参数取值来源进行分析,以及构建典型模型对建模过程进行演示,给出同类工程数值模拟的合理化建议。

关 键 词:软弱土地基  堆土边坡  有限元计算
收稿时间:2022/9/1 0:00:00
修稿时间:2022/9/1 0:00:00

Analysis of Modeling Process for Numerical Simulation of Earth Slope on Soft Soil Foundation
liangdong.Analysis of Modeling Process for Numerical Simulation of Earth Slope on Soft Soil Foundation[J].Urban Roads Bridges & Flood Control,2023(6):217-221.
Authors:liangdong
Abstract:Static balance method apply to most conditions of side slope, but FEM method is still called for the side slopes on soft soil foundation, especially for displacement calculation in slope foot area. Most civil engineers use software from GTS NX on the drawing board. In this paper, based on Mohr-coulomb model, the author proposed some suggestions on parameter selection by establishing typical model, which can show the affections of different parameters.
Keywords:weak soil foundation  earth slope  finite element calculation
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