考虑竖向荷载作用时液化土中群桩基础水平动力响应

doi:10.16183/j.cnki.jsjtu.2023.007

上海交通大学学报 ›› 2024, Vol. 58 ›› Issue (7): 1075-1085.doi: 10.16183/j.cnki.jsjtu.2023.007

考虑竖向荷载作用时液化土中群桩基础水平动力响应

胡安峰¹^,², 陈奕扬¹^,², 肖志荣³(), 陈正⁴

1.浙江大学滨海和城市岩土工程研究中心, 杭州 310058
2.浙江大学浙江省城市地下空间开发工程技术研究中心, 杭州 310058
3.浙江科技学院土木与建筑工程学院,杭州 310023
4.浙江省建筑设计研究院,杭州 310006

收稿日期:2023-01-09 修回日期:2023-03-17 接受日期:2023-03-24 出版日期:2024-07-28 发布日期:2024-07-26
通讯作者: 肖志荣,副教授;E-mail:100106@zust.edu.cn.
作者简介:胡安峰(1974-),教授,博士生导师,从事桩基工程、软黏土力学研究.
基金资助:
国家自然科学基金(51978612)

Horizontal Dynamic Response of Pile Group Foundation in Liquefied Soil Under Vertical Load

HU Anfeng¹^,², CHEN Yiyang¹^,², XIAO Zhirong³(), CHEN Zheng⁴

1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China
2. Engineering Research Center of Urban Underground Space Development of Zhejiang Province, Zhejiang University, Hangzhou 310058, China
3. School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, Hangzhou 310023, China
4. Zhejiang Province Institute of Architectural Design and Research, Hangzhou 310006, China

Received:2023-01-09 Revised:2023-03-17 Accepted:2023-03-24 Online:2024-07-28 Published:2024-07-26

摘要/Abstract

摘要：

基于Biot饱和多孔介质理论,考虑液化土的流动特性,建立考虑竖向荷载作用的部分埋入群桩水平振动模型,通过分离变量法、算子分解法,引入桩土耦合及位移连续条件,得到复杂条件下液化土中高桩桩间相互作用因子解和群桩水平动阻抗解.通过参数分析,表明液化土特性和竖向荷载对桩间水平相互作用因子、群桩动阻抗有显著影响,指出同一频率下,群桩水平动刚度随着表层液化土厚度的增加而下降,当液化厚度较大时,动刚度随频率上升显著下降,并出现负刚度;桩顶竖向荷载会降低液化土中的群桩动刚度,液化土厚度越大,削弱效果越明显.

关键词: 液化土, 高桩基础, 竖向荷载, 桩间水平相互作用

Abstract:

The horizontal vibration model of partially buried pile group under vertical load is established based on Biot saturated porous media theory, considering the flow characteristics of liquefied soil. Considering the pile-soil coupling and continuous displacement conditions, the pile interaction factor solutions and the horizontal dynamic pile impedance solutions in liquefied soil under complex conditions are obtained using the variable separation method and the operator decomposition method. Parameter studies are conducted on liquefied soil characteristics and vertical loadings. The results show that at the same vibration frequency, the horizontal dynamic.pngfness of pile group decreases with the increase of surface liquefied soil thickness. When the liquefaction thickness is large, the dynamic.pngfness decreases significantly with the increase of frequency, and a negative.pngfness appears. Vertical pile top loading can reduce the dynamic.pngfness of pile group in liquefaction soils. The weakening effect becomes more obvious with the increase in the thickness of liquefied soil.

Key words: liquefied soil, high-piled foundation, vertical load, horizontal interaction between piles

中图分类号:

TU435

胡安峰, 陈奕扬, 肖志荣, 陈正. 考虑竖向荷载作用时液化土中群桩基础水平动力响应[J]. 上海交通大学学报, 2024, 58(7): 1075-1085.

HU Anfeng, CHEN Yiyang, XIAO Zhirong, CHEN Zheng. Horizontal Dynamic Response of Pile Group Foundation in Liquefied Soil Under Vertical Load[J]. Journal of Shanghai Jiao Tong University, 2024, 58(7): 1075-1085.

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考虑竖向荷载作用时液化土中群桩基础水平动力响应

Horizontal Dynamic Response of Pile Group Foundation in Liquefied Soil Under Vertical Load

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