Sand Soil Properties as the Sea Embankment Material Used in Pipe-Bag Riding Method

Xuan Zhang; Liang De He; Ning Zhuang

doi:10.4028/www.scientific.net/AMR.488-489.1071

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 488-489Sand Soil Properties as the Sea Embankment...

Sand Soil Properties as the Sea Embankment Material Used in Pipe-Bag Riding Method

Abstract:

Comparing with the stability demands of construction material used in pipe-bag riding technology for sea embankments, and based on many site and laboratory tests of sand distributed in Dongtai offshore, Northern Jiangsu Province in China for reclamation engineering, the type of sand, mechanical composition, grain shape, coefficient of permeability and liquefaction potential of sands were discussed. Additionally, the sea embankment slope stability analysis and seepage stability analysis demonstrate the sands can be used in sea embankment construction for pipe bag method

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Periodical:

Advanced Materials Research (Volumes 488-489)

Pages:

1071-1075

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.488-489.1071

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Online since:

March 2012

Authors:

Xuan Zhang, Liang De He, Ning Zhuang

Keywords:

Material Property, Pipe-Bag Riding Technology, Sand Soil, Sea Embankment

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