Settlement Analysis of Foundation Base on Finite Element Method

Xiao Song; Hui Zhang; Guang Sheng Xu

doi:10.4028/www.scientific.net/AMM.204-208.670

Paper Titles

Effect of Soil Moisture on Soil Temperature Field Near Buried Pipe
p.650

Shake Table Modeling of Laterally Loaded Piles in Liquefiable Soils with a Frozen Crust
p.654

Combination GM(1,1) and Stochastic Poroelastic Theory to Prediction the Land Subsidence in Yunlin and Jiayi Area, Taiwan
p.659

Analysis of Settlement of Composite Foundation with Sparse Pile to Control Settlement
p.664

Settlement Analysis of Foundation Base on Finite Element Method
p.670

Analysis of Behavior of Composite Foundation with Sparse Pile to Control Settlement
p.674

Parameter Analysis of Foundation Settlement Considering Interaction between the Pile and Soil
p.680

The Test Analysis on Frost Heave Characteristics of Carbonated Saline Soil
p.684

Stability Analysis of Soil Slope and the Design of Anti-Slide Piles during Unsteady Seepage
p.689

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Settlement Analysis of Foundation Base on Finite...

Settlement Analysis of Foundation Base on Finite Element Method

Abstract:

Composite foundation influence parameters were discussed based on Drucker-prager elastic-plastic constitutive model in this paper. Contact element was adopted to simulate the interaction between pile and surrounding soil. Finite element software-ANSYS was applied to study and analyze the distribution and deformation of foundation.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

670-673

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.670

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Online since:

October 2012

Authors:

Xiao Song, Hui Zhang, Guang Sheng Xu

Keywords:

Finite Element Method (FEM), Numerical Simulation, Stress Distribution

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References

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