Study on Non-Linear Numerical Method of Composite Foundation with Rigid-Flexible Piles

Shao Chong Yang; Jian Hui Zhang

doi:10.4028/www.scientific.net/AMR.671-674.133

Paper Titles

Simulation Analysis on Deep Foundation Pit Construction Near the History Style Construction
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Simulation of Coal Mechanical Characteristics with Discrete Element Method
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Soil Layer Settlement Experimental Study of Dynamic Compaction in Aeolian Sand Foundation
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Soil Nailing Optimization Design Based on Improved Response Surface
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Study on Non-Linear Numerical Method of Composite Foundation with Rigid-Flexible Piles
p.133

Study on Slope Stability & Stress-Deformation of Foundation Pit Based on FEA
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Study on the Methods of Layer Adjustment in Gas Dynamic Reserve Measurement
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Test Research on the Long-Term Consolidation Mechanism of Ultra-Soft Clay
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The Degradation of Saturated Clay’s Un-Drained Shearing Deformation Modulus under Cyclic Loading
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Study on Non-Linear Numerical Method of Composite...

Study on Non-Linear Numerical Method of Composite Foundation with Rigid-Flexible Piles

Abstract:

A non-linear numerical method of composite foundation with rigid-flexible piles in the stratified soil under the vertical load was established in this paper. The analytical model of the pile-soil-pile interaction was used to imitate the pile-soil system and the finite element method was applied to simulate the cushion (the cushion cap). The corresponding calculation program was programmed. Computation results show that the method is reasonable and feasible, and can be applied to the analysis of practical composite foundation.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

133-136

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.133

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Online since:

March 2013

Authors:

Shao Chong Yang, Jian Hui Zhang

Keywords:

Composite Foundation, Nonlinear, Numerical Method, Pile-Soil Interaction, Rigid-Flexible Pile

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References

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