Numeric Analyses of Dynamic Crack of the Stabilizing Concrete Pile in a Sandy Slope without Underground Water

Rong Jian Li; Rui Yan; Jun Ding Liu

doi:10.4028/www.scientific.net/AMR.594-597.280

Paper Titles

Nonlinear Analysis of Foundation Settlement by Modified Secant Modulus Method
p.259

FEM Simulation of Earth Pressure on Geosynthetic-Reinforced Soil Retaining Wall under Variable Rate Loading
p.266

Stability Analysis of Unstable Rock after Strong Earthquake
p.270

Additional Stress Distribution in DJM Pile Composite Foundation and Simplified Calculation Method
p.274

Numeric Analyses of Dynamic Crack of the Stabilizing Concrete Pile in a Sandy Slope without Underground Water
p.280

Deformation Pattern of Foundation Pit Excavation beside Silt Soil Railway Subgrade
p.284

Experimental Study on Creep Characteristics of Coal under Uniaxial Compression
p.290

The Application of the Ground Penetrating Radar in the Inspection of Gravel Pile Composite Foundation
p.294

Analysis of Safety and Risk Factors about the Tailings Dam in the Mental Mines
p.299

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Numeric Analyses of Dynamic Crack of the...

Numeric Analyses of Dynamic Crack of the Stabilizing Concrete Pile in a Sandy Slope without Underground Water

Abstract:

In order to analyze the damage mechanism of the reinforced concrete stabilizing pile, this article studies the seismic deformation of a reinforced slope without groundwater. Then, the breaking mechanism of stabilizing pile is studied by using dynamic finite element method. The results show that the slope deformation caused by the earthquake leads to the obvious increase of dynamic bending moments, and the bending moments eventually go beyond the ultimate strength moment of the reinforced concrete piles.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

280-283

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.280

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Online since:

November 2012

Authors:

Rong Jian Li, Rui Yan, Jun Ding Liu

Keywords:

Dynamic Centrifuge Test, Dynamic Finite Element Method, Numerical Simulation, Stabilizing Pile

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