长江科学院院报 ›› 2014, Vol. 31 ›› Issue (3): 84-86.DOI: 10.3969/j.issn.1001-5485.2014.03.013

• 试验研究 • 上一篇    下一篇

土工格栅横肋在加筋作用中贡献的试验研究

王子鹏, 贾 梓   

  1. 河北锐驰交通工程咨询有限公司, 石家庄 050000
  • 收稿日期:2013-11-18 修回日期:2014-03-07 出版日期:2014-03-07 发布日期:2014-03-07
  • 作者简介:王子鹏(1970-), 男, 河北石家庄人, 高级工程师, 硕士, 主要从事道路养护与路基路面工程方面的研究, (电话)0311-67666023(电子信箱)342254900@qq.com。

Pull-out Test on the Contribution of Geogrid Ribs to Reinforcement Effect

WANG Zi-peng, JIA Zi   

  1. Hebei Reach Traffic Engineering Consulting Co., Ltd., Shijiazhuang 050000, China
  • Received:2013-11-18 Revised:2014-03-07 Online:2014-03-07 Published:2014-03-07

摘要: 土工格栅对土的加固机理在于格栅与土的相互作用, 其中, 格栅横肋所起的作用十分重要。借助于室内中型拉拔试验, 分析了单向土工格栅和双向土工格栅横肋的受力特点。试验结果表明:横肋在土工格栅拔出过程中提供超过30%的摩擦阻力;去掉土工格栅的横肋后, 界面摩擦因数和黏聚力都产生了较大幅度的降低;试验过程中所测出来的拉拔力中仍然有一部分是由于格栅横肋作用所产生的力, 最终计算结果要小于格栅横肋实际发挥时的结果。

关键词: 土工格栅, 筋土界面, 拉拔试验, 横肋

Abstract: The interaction between geogrid and soil explains the reinforcement mechanism. Geogrid ribs play a very important role. By middle-scale indoor pull-out test, we analyzed the forces acting on one-way geogrids and two-way geogrid ribs. Results revealed that ribs contributed over 30% of the friction during the pull-out. The friction coefficient and cohesion of interface reduced remarkably in the absence of ribs. Part of the pull-out force measured during the test was provided by geogrid ribs, so the calculation result was smaller than the actual situation.

Key words: geogrid, interface between reinforcement and soil, pull-out test, transverse ribs

中图分类号: