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粘土钢管桩轴向承载力

AXIAL CAPACITY OF STEEL PIPE PILES IN CLAY

作者:Norman D. Dennis Jr.;Roy E. Olson 加工时间:2015-08-06 信息来源:科技报告(Other) 索取原文[19 页]
关键词:荷载试验;钢铁;负载沉降曲线
摘 要:A data base of 84 pile load tests was developed for steel pipe piles, driven in clay (small amounts of sand near the surface for a few tests), where there was sufficient data to estimate effective overburden pressures with reasonable accuracy, where soil strengths were well defined, and where a load-settlement curve was available for the load test. Measured pile capacities were compared with values predicted using five methods that have been, are being, or potentially may be used in engineering practice. The two lambda methods had the least scatter but tended to overpredict capacities by about 20%. The current API method had slightly more scatter but overpredicted capacities by only about 13% on the average. The two alpha methods had the largest scatter and the greatest differences between measured and predicted capacities.
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