LI Ming-dong,ZHU Wei,ZHANG Chun-lei,et al.Effect of Compaction Parameters on Lightweight Sand-EPS Beads Soil[J].Journal of Hohai Univer-sity:Natural Sciences,2008,36(6):814-817.
[2]
WANG Peng,GUO Cheng-chao,WANG Hai-tao.Experimental Research for Subgrade Compactness Effect of Increased Compaction Energy[J].Journal of Highway and Transportation Research and Development,2007,24(2):1-4.
[3]
LI Zhi-nong,JIN Chang-ning.Test on Dry Compaction of Typical Earth Subgrade in Xinjiang[J].China Journal of Highway and Transport,2007,20(2):23-28.
PARSONS R L,FOSTER D H,CROSS S A.Compaction and Settlement of Existing Embankments. Final Report[R].Lawrence:The University of Kansas,2001.
[8]
CAO Xi-ren,WANG Hao,WAN Zhi.Research of the Relationship Between Compaction Property and Physical Properties Index of Fine-grained Soils[J].Central South Highway Engineering,2007,32(1):25-29.
LI Hua.The Family of Compaction Curves for Fine-grained Soils and Their Engineering Behaviors[D].Alberta:University of Alberta,2001.
[13]
JTG E40—2007,Code of Soils for Civil Engineering[S].
[14]
ZHANG Lin-bo,ZHANG Li-ni.Simplified Fitting Models and Analysis of Soil Compaction Test[J].Journal of Wuhan University of Technology:Transportation Science & Engineering,2008,32(5):949-951.
[15]
WANG Yong-he,HU Ping,QING Qi-xiang.Analysis on the Influence Factors in the Compaction Test[J].Journal of Railway Science and Engineering,2006,3(6):31-34.
