期刊文献+

土工格栅在填挖交界路基处理中的应用 被引量:4

Application and Research of Geogrids on Cut to Fill Subgrage Treatment
下载PDF
导出
摘要 试验段选用土工格栅处理填挖交界路基差异沉降问题,结果表明,土工格栅能够有效降低填挖交界路基的差异沉降;路表沉降量随着距填挖交界点距离的增大而逐渐增大;土工格栅竖向间距会对处置差异沉降的效果产生较大影响;通过试验段观测,最终建议竖向土工格栅间距宜控制在2m左右。 and the results location ; With increases ; The settlement ; The geogrids was used to deal with differential settlement of cut to fill subgrage in the test section showed that geogrids can effectively reduce the different settlement of subgade with cut to fill the increasement of the distance to the cut to fill junction point, the settlement of road surface vertical spacing of Geogrids would have a greater impact on the disposal effect of differential last, the recommendation vertical space of Geogrids should be about 2m.
作者 曾丽莎
出处 《北方交通》 2015年第5期90-92,共3页 Northern Communications
关键词 路基 填挖交界 差异沉降 土工格栅 Subgrage Cut to fin location Differential settlement Geogrids
  • 相关文献

参考文献3

二级参考文献17

  • 1Han J, Akins K. Case studies of geogrid-reinforced and pile-supported earth structures on weak foundation soils[A]. In.. Proceedings of International Deep Foundation Congress, Geotechnical Special Publication No. 116--Deep Foundations 2002[C]. Odando: ASCE,2002. 668 - 679.
  • 2Allersma H G B, Ravenswaay L, Vos.E. Investigation of road widening on soft soils using a small geotechnical centrifuge[A]. In:Transportation Research Record No. 1 462[C]. Washington, D.C.:National Academic Press, 1994. 47 - 53.
  • 3Van Meurs A N G, Van Den Berg A, Venmans A A M. Embankment widening with the GAP-method[A]. In.. Geotechnical Engineering for Transportation Infrastructure[C]. Rotterdam:A. A. Balkema, 1999. 1 133-1138.
  • 4Itasca Consulting Group, Inc.. FLAC^2D, Fast Lagrangian analysis of continua(Version 5.00), user's manual[R]. Minnesota, USA:Itasca Consulting Group, Inc., 2002.
  • 5Wirtschaftliche Sicherung von Verkehrswegen ueber Erdfallgebieten.Vertrieb@tensar.de Vortrag.05.04.2003.
  • 6N.Meyer,S.Schwerdt,A.Nernheim.Die Sicherung von Verkehrswegen in Altbergbau-und Subrosionsgefaehrdeten Gebieten durch den Einsatz von Geokunststoffen Untersuchungen zum Trag-und Reibungsverhalten.Altbergbau-Kolloquium.Freiberg 2003.
  • 7何波,丁金华.不同类型格栅加筋垫层的荷载试验研究[G]//杨广庆.土工合成材料加筋--机遇与挑战.北京:中国铁道出版社,2009:513.
  • 8王正宏.软基上筑堤的土工合成材料加筋桩基法[G]//杨广庆.土丁合成材料加筋--机遇与挑战.北京:中国铁道出版社,2009:16-29.
  • 9陈明非,岳景晶,戴征杰,等.土工格栅加筋在高路堤/陡坡中的应用[G]//杨广庆.土工合成材料加筋--机遇与挑战.北京:中国铁道出版社,2009:237-241.
  • 10李能.土工格栅的力学特性及应用范围[J].云南建材,2000(1):7-8. 被引量:3

共引文献32

同被引文献9

引证文献4

二级引证文献4

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部