Mechanical Model of Pile-Soil Work Together

Su Juan Zhang

doi:10.4028/www.scientific.net/AMM.580-583.628

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Mechanical Model of Pile-Soil Work Together

Mechanical Model of Pile-Soil Work Together

Abstract:

Come up with of pile-soil-(foundation) pile cap interaction grounded upon penetration deformation of pile ends and compression of soil between piles. Hyperbolic model is adopted to simulate the development of tip resistance and side resistance in accordance with deformation to reflect the nonlinearity of pile-soil work, Boussinesq solution is utilized to calculate the stresses generated in soil by foundation (pile cap) plate, Mindlin stress solution is used to calculate the stress produced in the soil between piles by side resistance and end resistance, and the stress of soil is the superposition of the two solutions.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

628-631

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.628

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Online since:

July 2014

Authors:

Su Juan Zhang

Keywords:

Mechanical Model, Pile-Soil-Foundation, The Analytic Method

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References

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