港工技术Issue(5)：105-108,4.DOI:10.16403/j.cnki.ggjs20150526
强夯法在高填方堆场轨道基础地基处理中的应用
Application of Dynamic Compaction in Improving Track Foundation of High Fill Stockyard
肖乾 1冯美果1
作者信息
- 1. 中交第二航务工程勘察设计院有限公司，湖北武汉 430071
- 折叠
摘要
Abstract
Based on a project, a systematic introduction has been given to the suitability and feasibility of dynamic compaction in the track foundation improvement of high fill stockyard. And the dynamic compaction parameters have been fully used in the design, tested and validated. It applies to the high fill track foundation backfilled with rock-soil mixture through the analysis of dynamic compaction. According to the detection results, the dynamic compaction has good effect in dealing with the foundation, which has increased the foundation bearing capacity greatly, decreased the compressibility, and met the design requirement.关键词
强夯/高填方/轨道基础Key words
dynamic compaction/high fill/track foundation分类
建筑与水利引用本文复制引用
肖乾,冯美果..强夯法在高填方堆场轨道基础地基处理中的应用[J].港工技术,2015,(5):105-108,4.
