Analysis of Fast Drained and Consolidated Mechanism of Soft Soil under Excessive Pore Water Pressure

Qing He Huang; Yan Hong Zou

doi:10.4028/www.scientific.net/AMM.170-173.909

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Analysis of Fast Drained and Consolidated...

Analysis of Fast Drained and Consolidated Mechanism of Soft Soil under Excessive Pore Water Pressure

Abstract:

Fast drained and consolidated mechanism of soft soil under excessive pore water pressure generate excessive pore water pressure in the soft soil through the addition of vertical and horizontal drainage channel as well as the applied load, because the drainage path is significantly reduced, the seepage velocity speed up and water excreted rapidly under the excessive pore water pressure, also, the effective stress increase rapidly between the soil particles and accelerate consolidation of soft soil so as to improve the strength of soft soil.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

909-913

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.909

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Online since:

May 2012

Authors:

Qing He Huang, Yan Hong Zou

Keywords:

Drained Consolidation Analysis, Excessive Pore Water Pressure, Soft Soil

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References

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DOI: 10.4028/www.scientific.net/amm.90-93.422

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