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三峡船闸及高边坡非线性大变形数值分析
引用本文:程桦,孙钧.三峡船闸及高边坡非线性大变形数值分析[J].岩土力学,1998,19(4):1-7.
作者姓名:程桦  孙钧
作者单位:淮南工业学院土木系!232001,同济大学地下系!上海,200092
基金项目:国家自然科学基金,长江三峡开发总公司联合资助!59100396
摘    要:对三峡工程船闸高边坡的形成过程进行了非线性变形数值模拟,分析了边坡开挖时的位移及应力问题,为三峡工程建设提供了有意义的参考数据和计算成果。

关 键 词:岩体边坡  FLAC模拟  变形  应力

Non-liner Large-deformation Numerical Analysis of Deformation and Stress of Navigation Lock and High Steep Slopes at Three-Gorges Project
Cheng Hua.Non-liner Large-deformation Numerical Analysis of Deformation and Stress of Navigation Lock and High Steep Slopes at Three-Gorges Project[J].Rock and Soil Mechanics,1998,19(4):1-7.
Authors:Cheng Hua
Abstract:Non-linear large-deformation numerical simulation is conducted of the formational process of high steep slopes of the navigation lock at the Three-Gorges Project. Analysis is made of the problems concerning displacement and stress while the rockmass slopes are being excavated. Reference data and calculation results are offered which prove to be significant to the construction of the project.
Keywords:rockmass slope  FLAC simulation  deformation  stress
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