摘要
以一维波动理论为基础 ,利用计算机仿真程序 ,对运用低应变反射波法检测桩身完整性的过程中 ,土层的分层状况对检测波形的影响进行了讨论。结果表明 ,不同的土层状况对波形有不同的影响 ,而且具有一定的规律性。
Based on one dimensional wave theory,the influence of soil resistance on the low strain reflected wave forms of a pile in its dynamic integrity test is discussed by using a simulation software.Results show that different kinds of storied soil have different influence on the wave forms.So it is necessary to consider the condition of the soil around a pile in its dynamic integrity tset to avoid mistakes in a diagnosis.
出处
《振动.测试与诊断》
EI
CSCD
2000年第2期115-118,共4页
Journal of Vibration,Measurement & Diagnosis