摘要
研究采用瑞雷波法对碎石桩法加固液化地基的处理效果进行评价 ,瑞雷波法检测结果与标准贯入试验结果对比相一致 ,并建立了这两者之间的相关关系式 。
Rayleigh wave method is studied to appraise the improvement effects of the gravel piles for liquefaction foundation.The measuring results of Rayleigh wave method are agreement with SPT's results.The relative formula of the shear wave speeds with N 63 5 is presented based on the regressive analysis for measuring results of Rayleigh wave method and SPT.The research results are conveniently applied for Rayleigh wave method in the engineering.
出处
《建筑结构》
CSCD
北大核心
2001年第10期34-35,38,共3页
Building Structure
