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- W2364480498 abstract "The self-balanced method was applied to study the bearing behavior of two large-scale cast-in-place piles in 1# pier of Longhua Temple-Songhua River Bridge,the ultimate bearing capacity of single pile is greater than that of 53 102 kN.The ultimate side friction of mudstone can reach 336 kPa.Contrast analysis is presented based on the shape and numerical value of the Q-S curve,the soil displacement-frictional resistance curve,the load of pile end-the displacement of pile end curve and the load of pile-the load of pile end curve of the two test piles.The conclusion is presented:the longer the pore forming and the bigger the specific weight of mud fluid is,the thicker the mud is.It can reduce the side friction of pile and increase the relative displacement between pile and soil which is needed by the exertion of side friction." @default.
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- W2364480498 title "Analysis on bearing behaviour of large-scale cast-in-place pile in foundation with self-balanced method" @default.
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