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瑞雷波技术在巨粒土路基中的应用研究综述
引用本文:李兵,阎宗岭,贾学明.瑞雷波技术在巨粒土路基中的应用研究综述[J].路基工程,2011,0(2):41-43.
作者姓名:李兵  阎宗岭  贾学明
作者单位:1.重庆交通大学, 重庆 400074
摘    要:在对瑞雷面波勘探技术及其在工程中的应用现状回顾的基础上,剖析了瑞雷面波频散曲线正、反演方法的进展及存在问题,提出了通过理论模型和试验测得巨粒土路基中瑞雷波的传播速度,根据波速和路基强度的相关性,建立横波波速与巨粒土路基变形指标之间的关系的思路,从全新的角度评价巨粒土路基的填筑情况,建立相应的变形控制指标,把路基不均匀沉降控制、路面设计指标与质量检测评价指标有机地联系起来,使路基施工、路面设计理论上升到新的理论高度,将是其发展趋势。

关 键 词:瑞雷波    巨粒土路基    正反演    横波速度
收稿时间:2019-11-12

Application Study on Rayleigh Wave Technology in Coarse Grained Soil Subgrade
Authors:LI Bing  YAN Zong-ling  JIA Xue-ming
Institution:1.Chongqing Jiaotong University,Chongqing 400074,China;2.Chongqing Transportation Research Institute,Chongqing 400067,China)
Abstract:Based on review of Rayleigh wave exploration technology and its application in engineering,the development and existing problems of forward and inverse method of dispersion curve of Rayleigh wave are analyzed in this paper.This paper puts forward a thought to establish the relationship between wave velocity and deformation indicator of coarse grained soil subgrade according to the correlation between wave velocity and subgrade strength,where the velocity is measured through theoretical model and test to evaluate the filling condition of coarse grained soil subgrade from a new point and establish the corresponding deformation control indicators.It is the development trend to link subgrade uneven settlement indicator,pavement design indicator and quality evaluation indicator organically in order to improve subgrade construction and pavement design theory to a new level.
Keywords:Rayleigh Wave  coarse grained soil subgrade  forward and inverse  transverse wave velocity
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