摘要
讨论了运用瞬态瑞雷面波进行路基压实度检测的基本技术原理,通过室内试验,建立了瑞雷波速与压实度之间的关系模型,与常规检测方法比较表明,两者一致性较好,工程应用实例说明所得频散曲线很好的反映了路基的压实情况.
The principal technical theory of transient Reyleigh wave applied in roadbed compaction degree test is discussed. With the experiment, this paper forms. The correlation models of roadbed compaction degree with Reyleigh wave velocity. By comparing with general method, they have well consistency. The applied results indicate that the curve of frequency-depth reflect the complexion of roadbed compaction.
出处
《河北工业大学学报》
CAS
2003年第5期27-30,共4页
Journal of Hebei University of Technology
关键词
瑞雷波
压实度
关系模型
频散曲线
Reyleigh wave
roadbed compaction degree
correlation model
frequency-depth curve
