Study on the Elasto-Plastic Constitutive Model of Geotechnical Materials of Typical Landslide of Levee Slope in Nanning

Rong Yong Ma; Si Qi Dai; Li Song

doi:10.4028/www.scientific.net/AMR.864-867.2614

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Study on the Elasto-Plastic Constitutive Model of Geotechnical Materials of Typical Landslide of Levee Slope in Nanning
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 864-867Study on the Elasto-Plastic Constitutive Model of...

Study on the Elasto-Plastic Constitutive Model of Geotechnical Materials of Typical Landslide of Levee Slope in Nanning

Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 864-867)

Pages:

2614-2622

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.864-867.2614

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Online since:

December 2013

Authors:

Rong Yong Ma*, Si Qi Dai, Li Song

Keywords:

Elastoplastic Constitutive Model, Geotechnical Materials, Levee Slope, Typical Landslide

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References

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