DOUBLE-MEDIUM CONSTITUTIVE MODEL OF GEOLOGICAL MATERIAL IN UNIAXIAL TENSION AND COMPRESSION

来源 :Applied Mathematics and Mechanics(English Edition) | 被引量 : 0次 | 上传用户：ygl360

【摘要】

：

<正>Based on elasto-plasticity and damage mechanics, a double-medium constitutive model of geological material under uniaxial tension and compression was presen

【作者】

：

刘晓丽王思敬王恩志薛强

【机构】

：

DepartmentofHydraulicandHydropowerEngineering,InstituteofGeologyandGeophysicsoftheChineseAcademyofSc

【出处】

：

Applied Mathematics and Mechanics(English Edition)

【发表日期】

：

2006年10期

【关键词】

：

岩石土壤材料地质原料双精度介质构成模型损伤 rock and soil materials geological materials double-

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<正>Based on elasto-plasticity and damage mechanics, a double-medium constitutive model of geological material under uniaxial tension and compression was presented, on the assumption that rock and soil materials are the pore-fracture double-medium, a

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DOUBLE-MEDIUM CONSTITUTIVE MODEL OF GEOLOGICAL MATERIAL IN UNIAXIAL TENSION AND COMPRESSION

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