Study on Reinforce Saturated Soft Clay Foundation with Dynamic Consolidation by Drainage

Zhi Li Sui; Zhao Guang Li; Xu Peng Wang; Wen Li Li; Tie Jun Xu

doi:10.4028/www.scientific.net/AMM.438-439.1171

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Study on Reinforce Saturated Soft Clay Foundation...

Study on Reinforce Saturated Soft Clay Foundation with Dynamic Consolidation by Drainage

Abstract:

Dynamic consolidation method has been widely used in improving soft land, but always inefficient to saturated soft clay land, which is hard to improve, and even leads to rubber soil. Dynamic and drain consolidation method will deal with it well, with drainage system, pore-water can be expelled instantly from saturated soft clay as impacting. The pore-water pressure and earth pressure test in construction, the standard penetration test, plate loading test, geotechnical test after construction, which are all effective methods for effect testing. There is a comprehensive detection through different depth of soil layer with different detecting means on construction site. The results show that improving saturated soft clay land with dynamic and drain consolidation method has obtained good effect, and the fruit can be guidance for such construction in the future.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1171-1175

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1171

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Online since:

October 2013

Authors:

Zhi Li Sui, Zhao Guang Li, Xu Peng Wang, Wen Li Li, Tie Jun Xu

Keywords:

Drain Consolidation Method, Dynamic, Earth Pressure, Effective Improvement Depth, Geotechnical Test, Loading Test, Pore-Water Pressure

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References

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