Improved shape hardening function for bounding surface model for cohesive soils

来源 :岩石力学与岩土工程学报：英文版 | 被引量 : 0次 | 上传用户：lawrence121

【摘要】

：

A shape hardening function is developed that improves the predictive capabilities of the generalized bounding surface model for cohesive soils, especially when

【作者】

：

Andres Nieto-Leal Victor N. Ka

【机构】

：

DepartmentofCivil&,EnvironmentalEngineering,DepartmentofCivilEngineering

【出处】

：

岩石力学与岩土工程学报：英文版

【发表日期】

：

2014年4期

【关键词】

：

曲面模型试样形状粘性土边界强化功能开发预测能力超固结 Constitutive model Bounding surface plasticity

【基金项目】

：

supported by the Fulbright Colombia-Colciencias Scholarship and Universidad Militar Nueva Granada

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A shape hardening function is developed that improves the predictive capabilities of the generalized bounding surface model for cohesive soils, especially when applied to overconsolidated specimens. This improvement is realized without any changes to the

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Improved shape hardening function for bounding surface model for cohesive soils

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