α_b 值在静探予估单桩承载力中的选用

Selection of a b value to Evaluafe Carrying Capacity of Single pile in Static Explorafion

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。

The paper descussed selection of top resistance coeffisent α b of detectiong pile of Subclay to fine sand.So as to define bearing capacity of Single pile,and madce it more reasonable.