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台阶式短加筋土挡墙行为特征的离心模型试验

罗玉珊 徐超 陈洪帅

罗玉珊, 徐超, 陈洪帅. 台阶式短加筋土挡墙行为特征的离心模型试验[J]. 西南交通大学学报, 2016, 29(6): 1163-1169. doi: 10.3969/j.issn.0258-2724.2016.06.016
引用本文: 罗玉珊, 徐超, 陈洪帅. 台阶式短加筋土挡墙行为特征的离心模型试验[J]. 西南交通大学学报, 2016, 29(6): 1163-1169. doi: 10.3969/j.issn.0258-2724.2016.06.016
LUO Yushan, XU Chao, CHEN Hongshuai. Centrifuge Modeling Tests on Behavior of Tiered Shored Mechanically Stabilized Earth Walls[J]. Journal of Southwest Jiaotong University, 2016, 29(6): 1163-1169. doi: 10.3969/j.issn.0258-2724.2016.06.016
Citation: LUO Yushan, XU Chao, CHEN Hongshuai. Centrifuge Modeling Tests on Behavior of Tiered Shored Mechanically Stabilized Earth Walls[J]. Journal of Southwest Jiaotong University, 2016, 29(6): 1163-1169. doi: 10.3969/j.issn.0258-2724.2016.06.016

台阶式短加筋土挡墙行为特征的离心模型试验

doi: 10.3969/j.issn.0258-2724.2016.06.016
基金项目: 

湖北省交通科学研究资助项目(2011-700-3-42)

详细信息
    作者简介:

    罗玉珊(1987-),女,博士,研究方向为土工合成材料、地基加固和基坑工程,E-mail:shaluoyushan@126.com

Centrifuge Modeling Tests on Behavior of Tiered Shored Mechanically Stabilized Earth Walls

  • 摘要: 短加筋土挡墙是一种在既有稳定墙体/陡坡前修建的窄加筋土挡墙,目前对其工作机理的研究尚不深入,特别是对短加筋土挡墙内部存在陡坎及增设台阶的情况鲜有研究.本文利用离心模型试验,结合系统的监测数据,对各组模型试验墙顶沉降、墙面水平位移、土压力分布等规律进行了分析,探讨了短加筋土挡墙的行为特征以及中部增设台阶的影响.研究发现:短加筋土挡墙的竖向沉降和水平位移均较常规加筋土挡墙分布偏不均匀;短加筋土挡墙与其后稳定墙体/陡坡接触区域竖向土压力分布存在明显应力集中和应力消散区;中部增设台阶可很好地控制短加筋土挡墙变形,提高整体稳定性;短加筋土挡墙和其后稳定墙体/陡坡之间的压力监测值远小于理论水平土压力值,二者间仅为接触压力.

     

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出版历程
  • 收稿日期:  2015-06-24
  • 刊出日期:  2016-12-25

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