人民长江 ›› 2021, Vol. 52 ›› Issue (7): 174-179.doi: 10.16232/j.cnki.1001-4179.2021.07.029

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陡坡傍山双层行车结构体系振动台试验研究

肖寒,孙国富, 张晓霞,王哲   

  • 发布日期:2021-08-17

Shaking table test study on double-decked highway structure by steep mountainous side

XIAO Han, SUN Guofu, ZHANG Xiaoxia, WANG Zhe   

  • Published:2021-08-17

摘要: 为更好地解决傍山陡坡地形条件下多车道公路路基修筑问题,近年来提出了一种新型"桩-锚-框架"复合路基结构,该结构体系具有良好的经济效益和环保意义。通过室内振动台模型试验,测定了该结构体系在地震动作用下各部件的动力放大系数、位移变形、内力等动力响应,研究其动力特性及变化规律。试验结果表明:当输入地震峰值加速度小于0.6 g时,结构表现出弹性特征;当输入地震峰值加速度超过0.6 g后,结构进入弹塑性状态。在地震动作用下该新型结构体系具有较好的动力稳定性、较高的结构承载力,且对边坡土体能起到较好的支挡作用。

关键词: 双层行车结构; 动力特性; 路基结构; 陡坡地形; 振动台试验;

Abstract: In order to better solve the problem of constructing multi-lane highway under steep mountain terrain conditions, ‘pile-anchor-frame' composite subgrade structure as a new type has been proposed in recent years.It has a sound economic performance and environmental protection significance.In this paper, we study the dynamic characteristics and change laws of this structural system by indoor shaking table test, such as dynamic amplification factors, displacement and deformation, internal force and other dynamic responses of each component of the structural system.The results show that when the peak acceleration of input earthquake is less than 0.6 g, the structure can maintain elastic status, otherwise the structure enters elastic-plastic status.The experimental results improve that it has higher dynamic stability, stronger structural bearing capacity and better effect on retaining the slope soil under earthquake.

Key words: double-decked highway structure; dynamic characteristics; subgrade structure; steep terrain; shaking table test;