The Study of Optimization Design Numerical Simulation on Variable Spacing Pile-Raft Foundation

Wei Yu Wang; Tuo Zhao

doi:10.4028/www.scientific.net/AMM.353-356.941

Paper Titles

Optimization Design of Coupling Beam of the Frame Double-Row Piles
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Research on Geogrid Strain of Reinforced Earth Retaining Wall by Numerical Simulation
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Numerical Study on Dam-Foundation-Dam Interaction
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Dynamic Triaxial Test Research of Stage Change of Cohesive Soil
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The Study of Optimization Design Numerical Simulation on Variable Spacing Pile-Raft Foundation
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Stability Analysis of Unsaturated Soil Slopes Based on Unified Strength Theory
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Anti-Floating Anchor Rods and Waterproof Construction Technology for Deep Pits
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Analysis on FLAC Large Deformation Mode of Rock Mass due to Transform from Open-Pit to Underground Mining
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Control on Reasonable Impact Loading in Static-Dynamic Drainage Consolidation Method
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356The Study of Optimization Design Numerical...

The Study of Optimization Design Numerical Simulation on Variable Spacing Pile-Raft Foundation

Abstract:

Based on practical engineering, numerical analysis model was established by using finite element analysis software. The rules about raft settlement, pile-top counterforce, soil counterforce were analysed after variable pile diameter. It is more favorable on settlement and counterforce after variable pile diameter than Original design. There is important academic significance and application value on pile raft foundation optimal design.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

941-945

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.941

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Online since:

August 2013

Authors:

Wei Yu Wang, Tuo Zhao

Keywords:

Numerical Simulation, Optimization Design, Pile-Raft Foundation, Variable Pile Diameter

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References

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