城市地质2011，Vol.6Issue(3)：43-46,4.
多道瞬态瑞雷波法在地基强夯质量检测中的应用探讨
The Application of Multi-channel Transient Rayleigh Wave on the Quality Examination of the Dynamic Compaction Foundation
苑永健 1李昌存1
作者信息
- 1. 河北理工大学资源与环境学院,河北唐山063009
- 折叠
摘要
Abstract
In order to improve the bearing capacity of filled soil foundation, reduce the uneven subsidence of soft soil foundation, dynamic compaction is a very economic and effective method. In coastal areas, we always use dynamic compaction method for sea reclamation. Therefore;the survey of dynamic compaction effect is very important. This paper discusses the theory of multi-channel transient Rayleigh wave and its application effect on the dynamic compaction foundation, and uses the weighted average method to calculate the characteristic value of foundation bearing capacity; last evaluates the dynamic compaction effect of the whole study area.关键词
瑞雷波/强夯地基/检测效果Key words
Rayleigh wave/Dynamic compaction foundation/Examination effect分类
天文与地球科学引用本文复制引用
苑永健,李昌存..多道瞬态瑞雷波法在地基强夯质量检测中的应用探讨[J].城市地质,2011,6(3):43-46,4.
