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Axial Load Capacity of Pipe Piles in Sand: Revisited

机译:再谈沙子中管桩的轴向承载能力

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摘要

Factors that influence axial capacity of piles in sands such as soil parameters, pile parameters, loading effects and installation effects are listed. Physical phenomena such as grain crushing, pile shaking, stress-redistribution and plugging which all influence pile capacity are also examined. To better understand the method of prediction, each parameter and the associated uncertainty is revisited. It is evident that these factors are inter-related and sometimes compensating. This discussion also draws attention to the influence that pile installation procedures can have on pile capacities and highlights the need for field experience with various pile installation procedures for designers. In summary, while the various available methods of pile capacity prediction are deceptively simple to use, the associated uncertainty of each method cannot be ignored. The possible savings generated by an improved method are too substantial to ignore.
机译:列出了影响桩在砂土中的轴向承载力的因素,例如土壤参数,桩参数,荷载效应和安装效应。还检查了会影响桩承载力的物理现象,例如谷物压碎,桩身晃动,应力分布和堵塞。为了更好地理解预测方法,将重新讨论每个参数和相关的不确定性。显然,这些因素是相互关联的,有时是相互补充的。该讨论还提请注意桩安装过程可能对桩容量产生的影响,并着重指出需要设计师使用各种桩安装过程的现场经验。综上所述,尽管看似简单的各种可用桩容量预测方法很容易使用,但每种方法的相关不确定性都不能忽略。通过改进的方法可能产生的节省太大,无法忽略。

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