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- W2353825790 abstract "The analysis of steep local drop in the Q-S curve from static load test on test pile reveals that the true soil condition at test pile location should be representative, and the differences in the true soil might cause deviations in pile load bearing capability. Before deciding pile location, one should calculate with investigation report recommended values. To the end-bearing friction piles with large slenderness ratio, the conventional formulae may not be suitable for load bearing end calculation. Instead, one should take the soil condition into consideration. To longer or thicker piles, their own weights should be considered in load-bearing capability calculation." @default.
- W2353825790 created "2016-06-24" @default.
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- W2353825790 date "2007-01-01" @default.
- W2353825790 modified "2023-09-25" @default.
- W2353825790 title "Test Pile Data Analysis of Nanjing Sanjiangkou 500 kV Large Cross Span Project" @default.
- W2353825790 hasPublicationYear "2007" @default.
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