长江科学院院报 ›› 2012, Vol. 29 ›› Issue (6): 44-47.

• 岩土工程 • 上一篇    下一篇

加筋膨胀土边坡土工格栅的导水作用研究

赵亮a,龚壁卫a,李青云b,丁金华a,胡波a   

  1. 长江科学院 a. 水利部岩土力学与工程重点实验室; b.流域水环境所,武汉 430010
  • 收稿日期:2011-11-04 出版日期:2012-06-01 发布日期:2012-06-26
  • 作者简介:赵亮(1986- ),男,湖南长沙人,硕士研究生,主要从事环境岩土工程等方面的研究
  • 基金资助:

    国家自然科学基金资助项目(50808024,  51008035);“十二五”国家科技支撑计划课题(2011BAB10B00)

Water Conductivity of Geogrid in Reinforced Expansive Soil Slope

ZHAO Liang1,GONG Bi-wei1,LI Qing-yun2, DING Jin-hua1,HU Bo1   

  1. 1. Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China;2.Water Environment Department, Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2011-11-04 Online:2012-06-01 Published:2012-06-26

摘要: 通过4组湖北力特生产的BOP系列小尺寸单向格栅不同加筋方式的膨胀土三轴固结排水试验,研究了土工格栅的导水作用,并在现场试验中得到验证。研究结果表明:低围压下土工格栅的导水作用显著,且随着围压的增大,导水作用减小;加筋膨胀土中土工格栅不仅提高了土体强度,还增添了导水通道。因此,在加筋土坡设计中,要充分考虑格栅加筋后加筋土层渗流状态的变化,合理地发挥加筋土层的优势。

关键词: 南水北调, 土工格栅, 膨胀土, 拉拔试验, 筋土界面, 导水作用

Abstract: Weak expansive soil reinforced by geogrid, as a protective layer on the slope, is one of the side slope treatments in South-to-North Water Transfer. We performed triaxial consolidated drain tests on expansive soils reinforced by 4 groups of small size unidirectional grids to research their water conductivity. Results show that the water conductivity of geogrid increases under low confining pressure, while reduces with the rise of confining pressure. Geogrid improves the soil strength and works as a water route which accelerates drainage, particularly by vertical reinforcement in the whole section. The results are verified by field tests. It's concluded that the variation of seepage  in expansive soil reinforced with geogrid should be taken into consideration.

Key words: South-to-North Water Transfer, geogrid, expansive soil, pull-out test, interface between geogrid and soil, water conductivity

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