张智超, 叶龙珍, 柳侃, 郑之望. 2016: 护栏碰撞作用下微型桩-加筋土挡墙动力响应分析. 工程地质学报, 24(s1): 584-591. DOI: 10.13544/j.cnki.jeg.2016.s1.085
    引用本文: 张智超, 叶龙珍, 柳侃, 郑之望. 2016: 护栏碰撞作用下微型桩-加筋土挡墙动力响应分析. 工程地质学报, 24(s1): 584-591. DOI: 10.13544/j.cnki.jeg.2016.s1.085
    ZHANG Zhichao, YE Longzhen, LIU Kan, ZHENG Zhiwang. 2016: ANALYSIS OF DYNAMIC RESPONSE OF MICROPILE-MSE WALL WITH ROAD BARRIER UNDER COLLISION. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 584-591. DOI: 10.13544/j.cnki.jeg.2016.s1.085
    Citation: ZHANG Zhichao, YE Longzhen, LIU Kan, ZHENG Zhiwang. 2016: ANALYSIS OF DYNAMIC RESPONSE OF MICROPILE-MSE WALL WITH ROAD BARRIER UNDER COLLISION. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 584-591. DOI: 10.13544/j.cnki.jeg.2016.s1.085

    护栏碰撞作用下微型桩-加筋土挡墙动力响应分析

    ANALYSIS OF DYNAMIC RESPONSE OF MICROPILE-MSE WALL WITH ROAD BARRIER UNDER COLLISION

    • 摘要: 提出了微型桩加固公路加筋土挡墙的方法,通过将微型桩贯穿加筋回填土区域,并锚固进地基,同时利用连接构件将墙顶的公路护栏与微型桩相连,形成微型桩-加筋土挡墙系统,即可一举多得地提高公路加筋土挡墙的内部稳定性、外部稳定性和护栏防撞性能。为了初步检验微型桩-加筋土挡墙的护栏防撞性能,采用数值计算手段,通过在护栏上施加碰撞荷载时程曲线,对加固前后的加筋土挡墙的动力响应进行数值模拟对比分析。结果表明:通过自上而下贯穿整个加筋土挡墙的微型桩,微型桩-加筋土挡墙能够利用整体结构来抵抗碰撞荷载导致的变形,因而有效提高了护栏的防撞性能,可减小约90%的护栏碰撞位移,且回填土和筋材应变也有效降低,防止挡土墙发生局部失稳破坏。因此,初步验证了微型桩-加筋土挡墙护栏防撞性能的可靠性。

       

      Abstract: The method of reinforcement on MSE wall by micropiles is put forward. The micropiles penetrate the MSE region of highway MSE wall from road surface and are anchored into the foundation, and then road barrier is connected to the micropiles by connecting pieces, which forms the Micropile-MSE Wall that aims to increase the MSE Wall's local stability, global stability and collision resistance of road barrier simultaneously. In order to validate the collision resistance of road barrier of Micropile-MSE Wall preliminarily, by applying collision loading on the barrier, comparative studies were done on the dynamic response of the MSE walls before and after reinforcement with micropiles through numerical method. The results indicate that through the micropiles penetrating the whole MSE wall from top to bottom, the collision-induced deformation can be restrained by the whole retaining structure. Hence, the collision resistance of road barrier is increased significantly, the collision-induced displacement of road barrier can be reduced by 90% around, and the deformation of backfill and geogrid can be reduced obviously as well, which preliminarily validates the reliability of collision resistance of road barrier of Micropile-MSE Wall.

       

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