首页> 美国政府科技报告 >Material Model Studies for Rocks and Soils. Part I. Shock Conditioned Behavior Model for Granite. Part II. General Constitutive Relations for Rocks and Soils, and Part III. Fracture Model for Rocks
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Material Model Studies for Rocks and Soils. Part I. Shock Conditioned Behavior Model for Granite. Part II. General Constitutive Relations for Rocks and Soils, and Part III. Fracture Model for Rocks

机译:岩石和土壤的材料模型研究。第一部分花岗岩的冲击条件行为模型。第二部分。岩石和土壤的一般本构关系,以及第三部分。岩石断裂模型

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Results are described for three tasks in a continuing analytical study of rocks and soils: Shock conditioning - post-shot measurements show gradual degradation of rock media physical properties as the range from underground nuclear events decreases. General model for rocks and soils; Failure model for rocks - triaxial extension and compression failure data for granite and limestone cannot be fit by one curve in maximum shear stress vs pressure plots. (Author)

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