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- W2358316714 abstract "Based on the static load tests and mechanical data of two large diameter bored cast-in-situ piles,the working character of lateral friction resistance and end resistance of large diameter bored cast-in-situ piles are studied as well as load transfer mechanism in Changzhou area.Size effect coefficients of lateral friction resistance and end resistance in ultimate limit state of two testing piles are derived.The factors which weaken bearing capacity of large diameter piles are analyzed especially for the unloading of the hole.The test results show that the Q-s curves of the testing piles are of steep drop type.In ultimate state,the proportions of end resistance in total resistance are 11.4% and 18.1% respectively,which prove that the two piles(slenderness ratios range from 36-43) are of friction pile.Under ultimate load,the lateral friction resistance of shallow clay can be degraded;the relative displacements between pile and soil are 3-7 mm in clay and 4-7 mm in sand.Researches show that size effects of lateral friction resistance and end resistance are obvious and related to the property of soil.The average value of size effect coefficient of lateral friction resistance is 0.85 in sand while it is 0.88 in clay.Those are smaller than calculating values according to Technical code for building pile foundations (JGJ 94-2008).It is also shown that the size effect of lateral friction resistance in the same kind of soil will decrease with increase of depth.The size effect coefficients of end resistance are 0.74 in sand and 0.75 in clay respectively." @default.
- W2358316714 created "2016-06-24" @default.
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- W2358316714 date "2010-01-01" @default.
- W2358316714 modified "2023-09-26" @default.
- W2358316714 title "EXPERIMENTAL RESEARCH ON BEARING BEHAVIOR AND SIZE EFFECT OF LARGE DIAMETER BORED CAST-IN-SITU PILES IN CHANGZHOU AREA" @default.
- W2358316714 hasPublicationYear "2010" @default.
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