Experimental Study on Dynamic Consolidation Method to Improve Saturated Soft Soil Foundation

Guang Qian Du; Chang Zhi Zhu; Xi Ping Zhang

doi:10.4028/www.scientific.net/AMM.188.45

Paper Titles

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The Finite Element Model Research of the Pre-Twisted Beam
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Research on the Impact of the Water-Level-Fluctuation Zone on Landslide Stability in the Three Gorges Reservoir Area
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Experimental Study on Dynamic Consolidation Method to Improve Saturated Soft Soil Foundation
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Comparative Study on Settlement Prediction of Railway Subgrade on Collapsible Loess Area
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Analysis of Vertical Bearing Capacity of Single-Row Pile Group of an Offshore Platform
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Numerical Study of the Influence of Interlayer Mechanical Properties on Salt Cavern Storage Stability
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 188Experimental Study on Dynamic Consolidation Method...

Experimental Study on Dynamic Consolidation Method to Improve Saturated Soft Soil Foundation

Abstract:

A new technology of dynamic compaction method is successfully used to reinforce the saturated soft soil foundation. The field monitoring laws of lateral displacement of the foundation after dynamic compaction, the increasing and dissipation regularity of the excess pore water pressure are analyzed and discussed. The improvement effect is verified by static cone penetration test and loading test. The determination methods of effective reinforcement depth after dynamic compaction are put forward. The practice shows that, by field-testing methods, such as static cone penetration test and pore water piezometer test, to determine the effective reinforcement depth after dynamic compaction and other design parameters is reliable.

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Periodical:

Applied Mechanics and Materials (Volume 188)

Pages:

45-48

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.188.45

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Online since:

June 2012

Authors:

Guang Qian Du, Chang Zhi Zhu, Xi Ping Zhang

Keywords:

Dynamic Compaction Method, Effective Reinforcement Depth, Field Test, New Technology, Saturated Soft Soil

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References

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