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- W2372315961 abstract "If the foundation soil without manual processing in the construction of the storage tank area in the soft soil,the foundation settlement of tanks is often the differential settlement in the process of water-filled,and leads to tanks tilt of different degrees.Some dynamic factors such as groundwater seepage,pore water pressure change,load change and the consolidation time have influence on the settlement.In this paper,by using the FLAC3D numerical simulation software,we established a three-dimensional nonlinear finite-difference model for a project case.The imitate computed results and actual results prove that the primary case of differential settlement of the tank is the excessive water-filled loading." @default.
- W2372315961 created "2016-06-24" @default.
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- W2372315961 date "2012-01-01" @default.
- W2372315961 modified "2023-09-26" @default.
- W2372315961 title "ANALYSIS OF DIFFERENTIAL SETTLEMENT OF TANK IN SOFT SOIL AREA" @default.
- W2372315961 hasPublicationYear "2012" @default.
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