中文核心期刊
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中国科技核心期刊
RCCSE中国核心学术期刊
Journal of Chongqing Jiaotong University(Natural Science)

Journal of Chongqing Jiaotong University(Natural Science) ›› 2007, Vol. 26 ›› Issue (2): 97-100.

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Application of Re-dynamic Compaction Technique to High Embankment of Yu-Lin Expressway

WANG Chun-mei1;HU Ji-1ong 2;HOU Yan-feng3   

  1. 1.Chongqing Yulin Expressway Co.，Ltd,Chongqing 40O060,China； 2.Chongqing Jiaotong University，Chongqing 400074，China； 3.Hebei Han-Chang Expressway Construction Department，Handan 056000，China
  • Received:2006-03-01 Revised:2006-03-24 Online:2007-04-15 Published:2015-01-22

强夯再压实技术在渝邻路高填方路堤中的应用

王春梅1，胡继龙2，侯岩峰3   

  1. 1.重庆渝邻高速公路有限公司，重庆 400060；2.重庆交通大学,重庆 400074： 3.河北邯长高速公路建设处，河北 邯郸市 056000
  • 作者简介:王春梅(1973一)，女，江西高安人，工程师，硕士生，主要从事高速公路建设管理工作.

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Abstract: The soil and rock aggregate mixture embankment,filled with the mudstone，sandstone and shale which are commort in Chongqing.is expounded as the research elements.The test ascertains the tamping parameter and standard of re-dynalnic compaction after heavy tamping.SO as to instruct the construction of Chongqing Yu-Lin Expressway and achieve the expected results.

Key words: soil an d rock aggregate mixture embankment, settlement of subgrade, re.dynam ic compaction, compaction treat. ra~nt

摘要： 以重庆渝邻高速公路常见的泥岩、砂岩和页岩土石混填路堤为研究对象，通过强夯试验研究确定强夯再压实 的夯击参数及质量控制标准，用以指导渝邻路高填方路堤的施工并达到预期加固效果.

关键词: 土石混填路堤, 路基沉降, 强夯再压实, 加固处治

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