利用瞬态瑞雷波法进行提速路基稳定性检测

何振起,李海,郭有劲

铁道工程学报 ›› 2001, Vol. 18 ›› Issue (4) : 104-106.

PDF(153 KB)
PDF(153 KB)
铁道工程学报 ›› 2001, Vol. 18 ›› Issue (4) : 104-106.
路网研究

利用瞬态瑞雷波法进行提速路基稳定性检测

  • 何振起,李海,郭有劲
作者信息 +

STABILITY DETECTION OF RAISING-SPEED SUBGRADE BY USING INSTANTANEOUS RAYLEIGH WAVE METHOD

  • HE Zhen-qi, LI Hai, GUO You-jing
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文章历史 +

摘要

瞬态瑞雷波法是一种新兴的岩土原位测试方法,利用其频散特性和传播速度与地基上物理力学性质的相关性可以检测路基质量,本文简要介绍了利用瞬态瑞雷波法检测提速路基原理、方法及评估标准,文中还简单介绍了一个工程实例。

Abstract

The instantaneous Rayleigh wave method is a new and developing geotechnical in-situ test method, in which the quality of subgrade may be detected by utilizing its frequency scatter specialty and propagating speed and their relationship with the physics-mechanics properties of the subgrade soil. The principle, method and evaluation standards for detecting raising-speed subgrade by using the instantaneous Rayleigh wave method are introduced briefly in this paper. A practical engineering example is introduced briefly also.

关键词

瞬态 / 瑞雷波 / 路基 / 检测

Key words

instantaneous / Rayleigh wave / subgrade / detection

引用本文

导出引用
何振起, 李海, 郭有劲. 利用瞬态瑞雷波法进行提速路基稳定性检测[J]. 铁道工程学报, 2001, 18(4): 104-106
HE Zhen-qi, LI Hai, GUO You-jing. STABILITY DETECTION OF RAISING-SPEED SUBGRADE BY USING INSTANTANEOUS RAYLEIGH WAVE METHOD[J]. Journal of Railway Engineering Society, 2001, 18(4): 104-106
中图分类号: P641   

参考文献

[1]杨成林,等.瑞雷波勘探[M].地质出版社,1993.
[2]广深线基床质量评估方法的研究[R].铁科院铁建所.
[3]铁道部科技攻关项目:高速铁路路基设计技术条件研究[R].铁道科学研究院.

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