摘要
通过福州东站附近30余个钻孔的实测波速资料,利用回归分析方法,研究花岗岩残积土标贯击数与剪切波速的定量关系及其应用。
The dependency relation between number of standard penetration test and shear wave velocity of granite residual soil was analyzed by regression analysis method, based on the shear wave velocity data collected from more than 30 boreholes nearby the East Station in FUZHOU.
出处
《福建建筑》
2007年第11期46-48,共3页
Fujian Architecture & Construction
关键词
花岗岩残积土
标贯击数
剪切波速
granite residual soil number of standard penetration test shear wave velocity
