摘要
笔者在文中介绍了浅层面波测试技术应用于公路路基性能测试.根据路基现场回弹模量实测资料,采用瑞利波测试、弯沉测试、现场CBR与载荷板试验,系统研究了路基的力学特性.运用统计方法原理,得出瑞利波速与回弹模量的经验关系,验证了弯沉试验结果推算土基回弹模量的有效性.并对路基力学性能测试与评价提出了建议.
The spectral analysis of surface waves system on site testing for performance of highways subgrade is discussed in this paper. On the basis of the modulus of resilience tested on site, the mechanical performance of highways subgrade was investigated in a systematical way by the Rayleigh Wave test, bending test, field CBR and loading plate test. Using statistics, an empirical relation between Rayleigh Wave velocity and modulus of resilience for highways subgrades is established, and the validity of the subgrade modulus of resilience calculated from the bending test is verified. The test methods and the assurance of the subgrade mechanical characteristics are proposed.
出处
《重庆交通学院学报》
2004年第3期37-40,44,共5页
Journal of Chongqing Jiaotong University
关键词
瑞利波
回弹模量
路基
rayleigh wave
modulus of resilience
subgrade
