首页|震陷土层变化下变截面单、群桩动力响应差异

震陷土层变化下变截面单、群桩动力响应差异

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为研究地震动作用下震陷土层厚度不同时大直径变截面单桩与群桩基础的动力响应差异，依托厦门第二东通道翔安大桥，通过振动台模型试验，开展震陷土层厚度30、40、50 cm时，单桩与群桩基础桩周土震陷量、桩顶水平位移、桩身加速度及弯矩动力响应差异研究。结果表明:随着震陷层厚度增大，单桩与群桩基础桩周土震陷量、桩顶水平位移、桩身加速度及弯矩均逐渐增大，且加速度及弯矩在变截面处突变;同一震陷层厚度下，群桩基础桩周土震陷量较单桩大，但群桩基础加速度、桩顶水平位移及桩身弯矩均小于单桩。震陷场地桩基础设计时，应着重考虑变截面单桩与群桩动力响应差异，保证桩基础抗震性能。
Dynamic Response Difference of Single Pile and Pile Group with Variable Section in Variation of Seismic Subsidence Soil Layer
In order to study the difference of dynamic response between large diameter variable section single pile and pile group foundations in seismic subsidence soil with different thicknesses under ground motion,based on the Xiang'an Bridge of Xiamen Second East Channel,a shaking table model test was conducted to study the difference of dynamic response of soil subsidence,horizontal displacement of pile top,acceleration of pile body and bending moment between single pile and pile group foundation when the thickness of seismic subsidence soil layer is 30,40,and 50 cm.The results show that with the increase of the thickness of seismic subsidence layer,the seismic subsidence,horizontal displacement of pile top,acceleration and bending moment of single pile and pile group foundations increase gradually,and the acceleration and bending moment change abruptly at variable section.In the seismic subsidence layer with the same thickness,the seismic subsidence of soil around pile group foundation is larger than that of single pile,but the acceleration of pile group foundation,horizontal displacement of pile top and bending moment of pile body are smaller than those of single pile.It is suggested that in the design of pile foundation in seismic subsidence site,the difference of dynamic response between variable section single pile and pile group should be mainly considered to ensure the seismic performance of pile foundation.

bridge engineeringlarge diameter variable section pileseismic subsidence layershaking table testdynamic response difference

冯忠居、王伟、张聪、朱继新、王逸然、孟莹莹

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长安大学公路学院,西安 710064

厦门路桥工程投资发展有限公司,福建厦门 361000

河南交院工程技术集团有限公司,郑州 451460

桥梁工程 大直径变截面桩 震陷土层 振动台试验 动力响应差异

福建省交通科技项目国家自然科学基金青年科学基金中央高校基本科研业务费专项资金

JXFZ2020-XM01894190070568300102218115

2024

10.16183/j.cnki.jsjtu.2022.435

上海交通大学学报
上海交通大学

上海交通大学学报

CSTPCD北大核心
影响因子：0.555
ISSN：1008-7095
年,卷(期)：2024.58(7)
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