Pile Foundation In Situ Test in Seaside Soil-Squeezing Backfill Zone

Li Bo Liu; Hai Bo Li; Ya Qun Liu

doi:10.4028/www.scientific.net/AMM.724.84

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Numerical Simulation of Construction of Super-Large Deep Soft Soil Foundation Pits and Analysis of its Spatial and Temporal Effects
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 724Pile Foundation In Situ Test in Seaside...

Pile Foundation In Situ Test in Seaside Soil-Squeezing Backfill Zone

Abstract:

Design and construction of pile foundation in seaside zone face the specific geotechnical conditions. The in-situ geotechnical tests need to be conducted. The quality feature of the piles is assessed according to the results of in-situ small strain test, coring test and pile stress test. For different depth of rock and soil stratum and pile bearing layer, the trial pile stress distribution results and follow-up stress and settlement monitoring provide engineering parameters for design and pile-driving.

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Periodical:

Applied Mechanics and Materials (Volume 724)

Pages:

84-87

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.724.84

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Online since:

January 2015

Authors:

Li Bo Liu*, Hai Bo Li, Ya Qun Liu

Keywords:

Friction Pile, Negative Skin Friction, Pile Design, Stress Test

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References

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