摘要:介绍了Rayleigh波的基本特征和测试原理,给出了某山区高填方机场地基采用Rayleigh波检测的实例。Rayleigh波测试数据表明,采用2000kN·m夯击能的地基有效加固深度为3.0m-4.4m,采用3000kN·m夯击能的地基有效加固深度为4.0m-4.5m。实例结果证明Rayleigh波法是一种经济、快捷且适用范围广泛的原位测试技术,用Rayleigh波检测山区高填方机场地基是可行的。
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