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本文初步对亚粘土至细纱土的触探桩端阻力修正系数αｂ的选用进行探讨，以便确定单桩的承载力更趋合理。
In this paper, the selection of the correction coefficient αb of end-of-pile resistance of sub-clay to spun yarn is discussed in order to determine the bearing capacity of single pile more reasonable.