The Study on the Engineering Properties of Squeezed Branch Piles under Combined Load

Wei Feng Han; Bin Bin Feng; Jing Zhou; Chen Yuan Lu

doi:10.4028/www.scientific.net/AMM.580-583.371

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583The Study on the Engineering Properties of...

The Study on the Engineering Properties of Squeezed Branch Piles under Combined Load

Abstract:

In this article, we design an experiment about model piles to study their bearing capacity and deformation properties under uplifting load of different angles, model piles include the equivalent-diameter pile, the squeezed branch pile with single plate and the squeezed branch pile with two plates. The test shows, the bearing capacity of squeezed branch pile is higher than the equivalent-diameter pile, and its plates can resist the horizontal load on the top of pile better.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

371-375

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.371

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Online since:

July 2014

Authors:

Wei Feng Han, Bin Bin Feng, Jing Zhou, Chen Yuan Lu

Keywords:

Bearing Properties, Combined Load, Model Test, Squeezed Branch Pile

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References

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