摘要
主要针对铜黄公路湿软性黄土路基采用强夯法进行试验研究,对原地基强夯压实、填方路堤强夯压实、试验段路基整体强度的测试结果进行了分析,得出强夯法处理铜黄公路湿软性黄土路基可以满足规范要求。
This paper mainly make an experimental study of the wetness and softness loess bed of Tonghuang highway with the dynamic consolidation, and analyse the results of the dynamic consolidation compaction of the original bed, dynamic consolidation compaction of the embankment and the integral intensity of the test section. So we can reach the conclusion that it can satisfy the ruquirements to use dynamic consolidation dealing with the wetness and softness loess bed of Tonghuang highway.
出处
《山西建筑》
2007年第27期300-301,共2页
Shanxi Architecture
关键词
湿软性黄土
强夯法
路基
wetness and softness loess, dynamic consolidation, bed
