The Limit Equilibrium Method in the Application of Earth-Rock Fill Dams Reinforcement

Zong Wei Li; Da Juan Yin

doi:10.4028/www.scientific.net/AMR.1065-1069.236

Paper Titles

The Acid Modification Method to Reduce the Loess Liquefaction Potential
p.219

The Analysis of Long Pile for Piled Raft Foundation Reinforcement
p.223

The Effect on the Stress Distribution of the Slope for Rock and Soil Characteristics
p.227

The Influence of Cross Section Geometric Shape on the Slope Stability
p.232

The Limit Equilibrium Method in the Application of Earth-Rock Fill Dams Reinforcement
p.236

The PFC^2DSimulation of the Slope Stability
p.240

The Review of Research on Deep Foundation Pit Excavation under Unloading Condition
p.244

The Statistical Analysis of Gravel Soil Permeability Coefficient of the Three Gorges Reservoir Area
p.249

Threshold Shear Strain for Dynamic Ramberg-Osgood Model in Soils Based on Thermomechanics
p.255

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069The Limit Equilibrium Method in the Application of...

The Limit Equilibrium Method in the Application of Earth-Rock Fill Dams Reinforcement

Abstract:

Limit equilibrium method is commonly used earth-rock fill dams stability calculation method in engineering, this article simply introduces the basic principle of limit equilibrium method, and through a practical project introduced the methods in the application of earth-rock fill dams reinforcement, and achieved good effect.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

236-239

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.236

Citation:

Cite this paper

Online since:

December 2014

Authors:

Zong Wei Li*, Da Juan Yin

Keywords:

Earth-Rock Fill dam, Limit Equilibrium Method, Stability

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