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- W2356668350 abstract "The soil arch in the fill on the composite pile-net foundations plays an important role in pile-soil stress adjusting and settlement control.On the basis of comparison with the existing calculation methods for soil arching effect of composite pile-net foundations,the conformation of soil arch is analyzed by single-pile numerical simulation and algebraic analysis.The analytical results show as follows:The principal stress trajectory of soil arch on pile top is a group of curves whose curvatures are growing gradually in the way from the pile top plane and in the upward direction;the principal stress trajectory near the margin of the pile cap is almost the same with the shape of a parabola which decides the height of the soil arch;the height of the soil arch is related to the friction angle of fill,the bigger the friction angle is,the higher the soil arch becomes;usually,the height of the soil arch equals to the maximum inter-pile distance.The small hole expansion theory model and parabolic arch model methods are put foward to calculate the pile-ptop pressure and the inter-pile soil pressure.The calculated results accord with the results measured on site." @default.
- W2356668350 created "2016-06-24" @default.
- W2356668350 creator A5004375357 @default.
- W2356668350 date "2011-01-01" @default.
- W2356668350 modified "2023-09-23" @default.
- W2356668350 title "Analysis on Conformation of Soil Arch on the Pile Head of Composite Pile-net Foundations" @default.
- W2356668350 hasPublicationYear "2011" @default.
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