摘要
冲(钻)孔桩施工中出现桩侧土层泥皮过厚从而严重影响基桩承载力的情况,本文对该问题进行分析,并提供有效的施工措施及设计中应注意的事项。
It has a greatly significant effect on bearing capacity of the friction - type cast - in - place pile formed by percussion or drilling that pile lateral mud is too thick. The pile lateral mud problem is analysed in this paper, Effective measure and propose about design is putted forward also.
出处
《电力勘测设计》
2005年第4期12-14,共3页
Electric Power Survey & Design
关键词
摩擦桩
泥皮
处理
friction pile
slurry cake
treatment
