摘要
本文拟在微幅振动试验中进行桩承载力的理论分析并在实用条件的基础上,介绍一种简易试验分析方法即脉冲位移法,为工程建设服务.
In this paper, a simple pulse displacement method is presented. It is based on the theoretical analysis and applicable conditions for determination of the pile bearing capacity in micro - vibration test. It has a wide application prospect in the engineering.
引文
[1]黄龙生.桩基动力检测方法中的若干问题[J].地震工程与工程振动,1994,14(1)
[2]黄龙生.黄勇,等.论桩基动力检测法[J].地震工程与工程振动,1998,18(2).
[3]姜伟明,黄勇,等.微幅振荡试验中确定单桩承载力的讨论[J],世界地震工程,1999,15(1)