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- W2374136778 abstract "By using the seepage theory of confined and unconfined,finite difference method,dry and wet elements and PCG,this paper studied the reasonable modeling and conducted analysis of the 3-D transient seepage in deep foundation pit's dewatering based on the project for the Shanghai Finance Center which is the highest building in the world. On the basis of analysis of 5 wells' and 8 wells' experiments of pulling,parameters of model were validated and identified,then through a further comprehensive sensitive feedback analysis and subsequence checking,3-D seepage in deep foundation pit's dewatering and principles and methods of dewatering design were full demonstrated. What's more,the article forecast the distributing characters seepage fields inward and outward of foundation pit when the water table reduced to -22m,which provided theoretical assist for deep foundation pit's dewatering and construction." @default.
- W2374136778 created "2016-06-24" @default.
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- W2374136778 date "2005-01-01" @default.
- W2374136778 modified "2023-09-25" @default.
- W2374136778 title "Numerical simulation study on 3-D seepage flow in deep foundation pit's dewatering and drying" @default.
- W2374136778 hasPublicationYear "2005" @default.
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