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COMPARISON AND APPLICATION OF DIFFERENT ELASTO-PLASTIC CONSTITUTIVE MODELS IN FEM ANALYSIS OF AN EXCAVATED SOIL SLOPE

机译：不同弹塑性本构模型在挖掘土坡面对有限元分析中的比较与应用

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Kunyong Zhang; Yingbo Ai;
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1. COMPARISON AND APPLICATION OF DIFFERENT ELASTO-PLASTIC CONSTITUTIVE MODELS IN FEM ANALYSIS OF AN EXCAVATED SOIL SLOPE [J] . Kunyong Zhang, Yingbo Ai Journal of Civil Engineering and Management . 2012,第6期

机译：土质边坡有限元分析中不同弹塑性本构模型的比较与应用
2. Coupled hydro-mechanical analysis of slope under rainfall using modified elasto-plastic model for unsaturated soils [J] . WANG Liu-jiang, LIU Si-hong, FU Zhong-zhi, 中南大学学报（英文版） . 2015,第005期

机译：基于修正弹塑性模型的非饱和土降雨条件下边坡水力耦合分析
3. A state-dependent constitutive model for coarse-grained gassy soil and its application in slope instability modelling [J] . Hong Yi, Wang Xuetao, Wang Lizhong, Computers and Geotechnics . 2021,第Jana期

机译：粗粒胶质土的状态依赖性本构模型及其在坡稳定性建模中的应用
4. FEM Stability Analysis on Soil Slope with Different Constitutive Models [C] . Kunyong Zhang, Wanglin Li, Jianyong Shi GeoHunan international conference . 2012

机译：不同本构模型的土坡有限元稳定性分析
5. Applications of artificial intelligence in constitutive modelling of soils [D] . Drakos, Stefanos 2008

机译：人工智能在土壤本构模型中的应用
6. Erosion Failure of a Soil Slope by Heavy Rain: Laboratory Investigation and Modified GA Model of Soil Slope Failure [O] . Xiaofei Jing, Yulong Chen, Changshu Pan, 2019

机译：暴雨对土壤边坡的侵蚀破坏：土壤边坡破坏的实验室研究和改进的GA模型
7. The Triple-shear Unified Elasto-plastic Constitutive Model and the slope stability analysis [O] . Xiaomei Fan, Xiaoyu Chen, Xiaorong Hu 2015

机译：三剪统一弹塑性塑性本构模型及坡稳定性分析
8. Finite Element Analysis of Elasto-Plastic Soils. Report No. 4 Finite Element Analysis of Elasto-Plastic Frictional Materials for Application to Lunar Earth Sciences [R] . Marr, W. A. 1972

机译：弹塑性土的有限元分析。报告第4号应用于月球科学的弹塑性摩擦材料的有限元分析

COMPARISON AND APPLICATION OF DIFFERENT ELASTO-PLASTIC CONSTITUTIVE MODELS IN FEM ANALYSIS OF AN EXCAVATED SOIL SLOPE

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