MODEL TEST ON PROCESS OF HAMMER UNDER DYNAMIC COMPACTION OF LOESS
HAN Yunshan1,2,DONG Yanli1,BAI Xiaohong2,3
(1. Institute of Civil Engineering,North University of China,Taiyuan,Shanxi 030051,China;2. Key Laboratory of Highway Construction and Maintenance Technology in Loess Region,Shanxi Transportation Research Institute,Taiyuan,Shanxi 030006,China;3. College of Architecture and Civil Engineering,Taiyuan University of Technology,Taiyuan,Shanxi 030024,China)
韩云山1,2,董彦莉1,白晓红2,3. 夯锤冲击黄土行程试验研究[J]. 岩石力学与工程学报, 2015, 34(03): 631-638.
HAN Yunshan1,2,DONG Yanli1,BAI Xiaohong2,3. MODEL TEST ON PROCESS OF HAMMER UNDER DYNAMIC COMPACTION OF LOESS. , 2015, 34(03): 631-638.
李天光. 重锤低落距与轻锤高落距强夯法加固湿陷性地基效果对比[J]. 工程勘察,1995,(2):14-17.(LI Tianguang. The comparison for the treatment effects of collapse loess using heavy hammer and low fall and light hamper and high fall dynamic compaction construction method[J]. Geotechnical Investigation and Surveying,1995,(2):14-17.(in Chinese))
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