The testing research on horizontal bearing capacity for the cast - in - place pile socketed in rock

摘要

In order to study the characteristics of the lateral bearing capacity for the case-in-place pile socked in rock, a single pile lateral load test is conducted in site, in which, some instrument were installed in pile shaft, and the deflections in the pile top and the steel bar stresses were taken under the various loadings, and propose a number of recommendations to improve the horizontal bearing capacity of the single pile.