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- W2386767039 abstract "The vibration and silt-squeezing method is developed on the basis of silt soft soil dynamic properties, so it has its unique practicability in the soft soil foundation treatment of standard sea embankment. The necessity and feasibility of application of the vibration and silt-squeezing method in the treatment of sea embankment soft soil foundation are analyzed according to the engineering properties of sea embankment. Three key construction parameters, i.e. the foundation depth buried, the minimum padding depth, and construction machinery working parameter, in the theory analysis and engineering practice are expatiated in detail." @default.
- W2386767039 created "2016-06-24" @default.
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- W2386767039 date "2004-01-01" @default.
- W2386767039 modified "2023-09-23" @default.
- W2386767039 title "Soft Soil Foundation Treatment of Standard Sea Embankment by Vibration and Silt-Squeezing Method" @default.
- W2386767039 hasPublicationYear "2004" @default.
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