Strength Analysis of the Construction Generated Soil Serving as Filling Material for the Consolidation Piles

Lan Chen

doi:10.4028/www.scientific.net/AMM.166-169.1029

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Strength Analysis of the Construction Generated...

Strength Analysis of the Construction Generated Soil Serving as Filling Material for the Consolidation Piles

Abstract:

In order to use the construction generated soil to replace high quality sand for consolidation pile filling partially. Soil specimens with different plasticity indexes were prepared. Undrained triaxial compression tests were carried out on the samples for studying the strength property. Experiments show that the prepared soil specimens are satisfied for the condition of internal friction angle bigger than 30° in term of plasticity index smaller than 30.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1029-1032

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1029

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Online since:

May 2012

Authors:

Lan Chen

Keywords:

Construction Generated Soil, Internal Friction Angle, Plasticity Index

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References

[1] Yang Shunan, Ma Xiaola, Zhang Chongchen. Theory and Engineering on Soft Soil. Beijing, Geological Press, (2000)

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