考虑竖向荷载作用时液化土中群桩基础水平动力响应

TU435; 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....

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Published in	上海交通大学学报 Vol. 58; no. 7; pp. 1075 - 1085
Main Authors	胡安峰, 陈奕扬, 肖志荣, 陈正
Format	Journal Article
Language	Chinese
Published	浙江大学滨海和城市岩土工程研究中心,杭州 310058 28.07.2024 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%浙江科技学院土木与建筑工程学院,杭州 310023%浙江省建筑设计研究院,杭州 310006
Subjects	高桩基础 horizontal interaction between piles 竖向荷载 liquefied soil high-piled foundation 液化土桩间水平相互作用 vertical load
Online Access	Get full text
ISSN	1006-2467
DOI	10.16183/j.cnki.jsjtu.2023.007

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Abstract	TU435; 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.
AbstractList	TU435; 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.
Abstract_FL	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 stiffness of pile group decreases with the increase of surface liquefied soil thickness.When the liquefaction thickness is large,the dynamic stiffness decreases significantly with the increase of frequency,and a negative stiffness appears.Vertical pile top loading can reduce the dynamic stiffness of pile group in liquefaction soils.The weakening effect becomes more obvious with the increase in the thickness of liquefied soil.
Author	陈奕扬陈正肖志荣胡安峰
AuthorAffiliation	浙江大学滨海和城市岩土工程研究中心,杭州 310058;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%浙江科技学院土木与建筑工程学院,杭州 310023%浙江省建筑设计研究院,杭州 310006
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Author_FL	CHEN Zheng HU Anfeng CHEN Yiyang XIAO Zhirong
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