摘要
本文通过对人工挖孔桩加固处理、桩基检测和沉降观测结果分析，探讨桩端注浆提高人工挖孔桩承载力机理和方法。
Through analysing results of treatment test and settlement of manad excavated pile, the paper attempts mechanish and mechanish and method to raise bearing capacity of manad excavated pile by pile end grouting.
出处
《福建建筑》
1998年第S1期68-69,共2页
Fujian Architecture & Construction
关键词
人工挖孔桩
桩端注浆
承载力
manad excavated pilenn pile end grouting bearing capacity
