摩擦桩侧泥皮问题分析及处理  

Analysis and Treatment on the Pile Lateral Slurry Cake in the Friction Pile

作　　者：彭雪平[1] 周雷靖[1] 

机构地区：[1]广东省电力设计研究院,广东广州510600

出　　处：《电力勘测设计》2005年第4期12-14,共3页Electric Power Survey & Design

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.

关 键 词：摩擦桩 泥皮 处理 

分 类 号：TU7[建筑科学—建筑技术科学]