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砂砾回填台背压实度标准试验研究
引用本文:王岚,段宝林,闫景晨.砂砾回填台背压实度标准试验研究[J].内蒙古工业大学学报,2004,23(2):128-132.
作者姓名:王岚  段宝林  闫景晨
作者单位:[1]内蒙古工业大学建筑工程学院.呼和浩特010062 [2]内蒙古鄂尔多斯公路管理局.内蒙古鄂尔多斯017000
基金项目:西部交通建设科技项目(200331800032)
摘    要:通过理论分析及现场试验研究得出了砂砾回填料压实度与变形模量、压实度与碾压遍数之间的关系.从而为合理确定砂砾回填台背的压实度标准提供了可靠的依据.经实体工程验证所建议的压实度标准合理可行.为减小砂砾回填桥台背沉降提供了参考.

关 键 词:砂砾  压实度  变形模量  碾压遍数
文章编号:1001-5167(2004)02-0128-05
修稿时间:2004年8月19日

RESEARCH ON EXPERIMENT OF COMPACTNESS STANDARD OF SAND AND GRAVEL FILLING IN THE BEHIND OF BRIDGE
WANG Lan,DUAN Bao-lin,YAN Jing-chen.RESEARCH ON EXPERIMENT OF COMPACTNESS STANDARD OF SAND AND GRAVEL FILLING IN THE BEHIND OF BRIDGE[J].Journal of Inner Mongolia Polytechnic University(Social Sciences Edition),2004,23(2):128-132.
Authors:WANG Lan  DUAN Bao-lin  YAN Jing-chen
Institution:WANG Lan~1,DUAN Bao-lin~2,YAN Jing-chen~1
Abstract:On the basis of theory analysis and site testing, compactness and deformation modulus,compactness and compactor pass are obtained, it provides a reliable foundation for decide compactness standard of sand and gravel filling in the behind of bridge. It is proved reasonable through practical engineering. It will provide a reference for reducing subsidence of sand and gravel filling in the behind of bridge.
Keywords:sand and gravel  compactness  deformation modulus  compactor pass
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