Tailings Dam Stress and Deformation Research Based on the Theory of Elastic-Plastic Theory

Zong Wei Li

doi:10.4028/www.scientific.net/AMM.204-208.177

Paper Titles

Theoretical Study on Thaw Settlement of Saturated Frozen Soil
p.155

Finite Element Analysis of Composite Soil-Nail Retaining Structure in Foundation Pit Engineering
p.163

Evaluation on Bearing Capacity Improvement of Cast-In Situ Bored Piles Using Post-Grouting Technology
p.168

Uniaxial Compression with Acoustic Emission Experimental Study on Rock Damage Process
p.173

Tailings Dam Stress and Deformation Research Based on the Theory of Elastic-Plastic Theory
p.177

The Combined Guiding Hole Technology of Large Diameter DTH Hammer and Long Screw-Pile Driver
p.181

Evolution of Meso-Structure of Intact Loess during Wetting
p.188

Nonlinear Dynamic Analysis of the Foundation Soil and the Gravity Pier
p.192

Parabolic-Apex Numerical Back-Analysis of Mechanics Parameters of Surrounding Rock
p.196

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Tailings Dam Stress and Deformation Research Based...

Tailings Dam Stress and Deformation Research Based on the Theory of Elastic-Plastic Theory

Abstract:

This paper introduces the principle of the elastic-plastic model based on Mohr -Coulomb failure criteria, Combination of a tailings dam introduces the modeling analysis process, according to the actual project analyses the stress and deformation calculation results of rationality.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

177-180

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.177

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Online since:

October 2012

Authors:

Zong Wei Li

Keywords:

Elastic-Plastic Theory, Failure Criterion, Stress

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References

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