摘要
:本文在对桩端后压浆桩特性研究基础上 ,着力探讨桩端后压浆桩承载力提高机理、荷载传递特征。
In this article the author probes into the mechanism of raising pile bearing capacity by pile end grouting,the load transmission distinction,the settlement transformation character and the bearing capacity determination from experiment and engineering research.
出处
《福建建筑》
2000年第B11期60-61,共2页
Fujian Architecture & Construction
关键词
后压浆桩
承载力
荷载传递
沉降
单桩
Pile end grouting bearing capacity transmission of load Settlement character