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- W2378097103 abstract "After 1.5 m thick gravelly sand is paved on the top of natural ground to replace the agricultural soil,load transfer tests of three single capped friction piles are conducted.The cap breadth is(1.25 m,)1.50 m and 1.75 m respectively.The pile length is 10 m,17 m and 25 m respectively.The characteristics of load on pile top and soil pressure changed with the total load.The characteristics of cap-pile-soil interaction were observed.The three tests show that the ratio of load carried by cap rises with the increase of the total load,which is over fifty percent.The rigidity of capped piles of different length is close to each other by adjusting the cap's breadth.Load transfer function on upper pile shaft under caps is all similar of elastic-plastic relation,of which limit displacement is less than 2 mm." @default.
- W2378097103 created "2016-06-24" @default.
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- W2378097103 date "2007-01-01" @default.
- W2378097103 modified "2023-09-25" @default.
- W2378097103 title "Load Transfer Tests of Single Capped Friction Piles in Situ" @default.
- W2378097103 hasPublicationYear "2007" @default.
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