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A platform for research: civil engineering, architecture and urbanism
Study on the Elasto-Plastic Constitutive Model of Geotechnical Materials of Typical Landslide of Levee Slope in Nanning
To study the shear dilatancy of geotechnical material of typical landslide of levee slope, the article established the geotechnical elasto-plastic constitutive model base on the generalized plastic mechanics theory, through theoretical analysis and mathematical deduction. Then, through arranging and quoting geotechnical material mechanics experiment datas of typical landslide of levee slope in Nanning, the article drawed all kinds of stress-strain curves of constitutive model. By comparing the test curve and theoretical curve, the article verifies the rationality of the model.
Study on the Elasto-Plastic Constitutive Model of Geotechnical Materials of Typical Landslide of Levee Slope in Nanning
To study the shear dilatancy of geotechnical material of typical landslide of levee slope, the article established the geotechnical elasto-plastic constitutive model base on the generalized plastic mechanics theory, through theoretical analysis and mathematical deduction. Then, through arranging and quoting geotechnical material mechanics experiment datas of typical landslide of levee slope in Nanning, the article drawed all kinds of stress-strain curves of constitutive model. By comparing the test curve and theoretical curve, the article verifies the rationality of the model.
Study on the Elasto-Plastic Constitutive Model of Geotechnical Materials of Typical Landslide of Levee Slope in Nanning
Advanced Materials Research ; 864-867 ; 2614-2622
2013-12-13
9 pages
Article (Journal)
Electronic Resource
English
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