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不同网孔形状格栅加筋土界面特性试验研究

郑俊杰 周燕君 曹文昭 赖汉江 杨友彬

郑俊杰, 周燕君, 曹文昭, 赖汉江, 杨友彬. 不同网孔形状格栅加筋土界面特性试验研究[J]. 西南交通大学学报, 2017, 30(3): 482-488. doi: 10.3969/j.issn.0258-2724.2017.03.007
引用本文: 郑俊杰, 周燕君, 曹文昭, 赖汉江, 杨友彬. 不同网孔形状格栅加筋土界面特性试验研究[J]. 西南交通大学学报, 2017, 30(3): 482-488. doi: 10.3969/j.issn.0258-2724.2017.03.007
ZHENG Junjie, ZHOU Yanjun, CAO Wenzhao, LAI Hanjiang, YANG Youbin. Experimental Study of Interface Behavior of Geogrids with Different Aperture Shapes[J]. Journal of Southwest Jiaotong University, 2017, 30(3): 482-488. doi: 10.3969/j.issn.0258-2724.2017.03.007
Citation: ZHENG Junjie, ZHOU Yanjun, CAO Wenzhao, LAI Hanjiang, YANG Youbin. Experimental Study of Interface Behavior of Geogrids with Different Aperture Shapes[J]. Journal of Southwest Jiaotong University, 2017, 30(3): 482-488. doi: 10.3969/j.issn.0258-2724.2017.03.007

不同网孔形状格栅加筋土界面特性试验研究

doi: 10.3969/j.issn.0258-2724.2017.03.007
基金项目: 

国家自然科学基金资助项目(51278216,51478201)

详细信息
    作者简介:

    郑俊杰(1967—),男,教授,博士,博士生导师,研究方向为岩土工程与隧道工程,E-mail:zhengjj@hust.edu.cn

Experimental Study of Interface Behavior of Geogrids with Different Aperture Shapes

  • 摘要: 为探讨土工格栅网孔形状对筋土界面特性的影响,选取网孔尺寸和力学特性相近的三角形网孔土工格栅和矩形网孔土工格栅进行了拉伸试验.基于拉拔阻力、筋土界面抗剪强度、界面表观摩擦系数及格栅肋条变形等参数的变化规律,对不同法向压力及拉拔方向工况下格栅网孔形状对筋土界面特性的影响进行对比分析,结果表明:三角形网孔土工格栅对砂土颗粒侧向位移的限制大于矩形网孔土工格栅;对于三角形网孔土工格栅,工况TX_0和工况TX_90的峰值摩擦角分别为48.2和38.2,矩形网孔土工格栅工况SS20的峰值摩擦角仅为35.9;拉拔过程中,三角形网孔土工格栅的横向肋条和对角线肋条出现了不同程度的挠曲变形,矩形网孔土工格栅的肋条主要为纵肋拉伸变形.

     

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出版历程
  • 收稿日期:  2015-06-23
  • 刊出日期:  2017-06-25

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