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刚/柔性组合墙面加筋土挡墙受力机制分析

柳军修 陈建峰

柳军修, 陈建峰. 刚/柔性组合墙面加筋土挡墙受力机制分析[J]. 西南交通大学学报, 2015, 28(6): 984-992. doi: 10.3969/j.issn.0258-2724.2015.06.003
引用本文: 柳军修, 陈建峰. 刚/柔性组合墙面加筋土挡墙受力机制分析[J]. 西南交通大学学报, 2015, 28(6): 984-992. doi: 10.3969/j.issn.0258-2724.2015.06.003
LIU Junxiu, CHEN Jianfeng. Mechanical Performance Analysis of Reinforced Soil Walls with Flexible/Rigid Facings[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 984-992. doi: 10.3969/j.issn.0258-2724.2015.06.003
Citation: LIU Junxiu, CHEN Jianfeng. Mechanical Performance Analysis of Reinforced Soil Walls with Flexible/Rigid Facings[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 984-992. doi: 10.3969/j.issn.0258-2724.2015.06.003

刚/柔性组合墙面加筋土挡墙受力机制分析

doi: 10.3969/j.issn.0258-2724.2015.06.003
基金项目: 

国家自然科学基金资助项目(41072200)

上海市浦江人才计划资助项目(14PJD032)

详细信息
    作者简介:

    柳军修(1987-),男,博士,研究方向为加筋土结构与边坡支护,E-mail:tju_liu@hotmail.com

    通讯作者:

    陈建峰(1972-),男,教授,博士,博士生导师,研究方向为加筋土结构与边坡支护,E-mail:jf_chen@tongji.edu.cn

Mechanical Performance Analysis of Reinforced Soil Walls with Flexible/Rigid Facings

  • 摘要: 基于刚/柔性组合墙面加筋土挡墙离心模型试验,建立了原型挡墙三维精细化数值模型,分析了连接件端板埋深、拉杆刚度、竖向层间距、筋材刚度、加筋长度以及墙体高度等因素对上覆荷载下挡墙受力机制的影响.研究结果表明:端板埋深、筋材刚度、连接件层间距,以及加筋长度等对连接件荷载分担比影响不大,而拉杆刚度增大使得连接件荷载分担比增大明显;组合墙面水平荷载随挡墙高度的增加而增大,可采用朗肯主动土压力计算;挡墙工作状态时连接件荷载分担比随连接件与筋材刚度比的增大而增大,当刚度比达到8.6时,连接件荷载分担比约为60%,并趋于稳定.

     

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出版历程
  • 收稿日期:  2015-06-27
  • 刊出日期:  2015-12-25

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