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- W2358268283 abstract "In construction pit,the retaining structure is loaded with the lateral active soil pressure derived from the finite soil body between the pit wall and the underground structures of existing surrounding buildings.Traditionally,the active soil pressure is determined by Rankine's Theory,and its result greatly deviates and causes waste.Based on Wedge Theory,various active soil pressure modes,existing in deep foundation pit,are suggested taking certain finite soil body deformation patterns,such as sliding and cracking into consideration.Finally,a moderate case study is given to validate the calculation and analysis by a real engineering example and a developed software.It revealed that the active clay pressure mode and its outcomes of finite clay body are quite different from those of semi-infinite clay body.When the breadth of finite clay body is 0.75 or less of the height of pit wall,the active soil pressure of pit wall should be estimated in accordance with the calculation modes of finite soil body." @default.
- W2358268283 created "2016-06-24" @default.
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- W2358268283 date "2008-01-01" @default.
- W2358268283 modified "2023-09-26" @default.
- W2358268283 title "Analytical Study on Active Soil Pressure from Finite Soil Body in Construction Pit" @default.
- W2358268283 hasPublicationYear "2008" @default.
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