Study on Dynamic Response of Inclined Pile Group Foundation under Earthquake Action

被引：3

作者：

Huang, Weihong ^{[1
]}

Liu, Jiankun ^{[1
]}

Wang, Heng ^{[2
]}

Ayasrah, Mo'men ^{[3
]}

Qiu, Hongsheng ^{[2
]}

Wang, Zhuofan ^{[2
]}

机构：

[1] Sun Yat Sen Univ, Sch Civil Engn, Guangzhou 510275, Peoples R China

[2] Wuhan Univ Technol, Sch Transportat & Logist Engn, Wuhan 430063, Peoples R China

[3] Al al Bayt Univ, Fac Engn, Dept Civil Engn, Mafraq 25113, Jordan

来源：

BUILDINGS | 2023年 / 13卷 / 10期

基金：

中国国家自然科学基金;

关键词：

inclined pile; finite element analysis; dynamic characteristics; seismic response; IMPEDANCE FUNCTIONS; NUMERICAL-MODEL;

D O I：

10.3390/buildings13102416

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

With the development of all types of new special-shaped arch bridges, the deformation of the pile foundation of special-shaped steel arch bridges has a great influence on the superstructure, and the requirements for it are strict. In addition, the force of the inclined pile group under an earthquake is complicated. In this paper, based on the Zhuhai Jindao Bridge project, the finite element numerical model is established in order to study the dynamic response and parameter influence law of an inclined straight pile group foundation under earthquake action. After a thorough analysis of the results of the simulation, it was found that under the action of an earthquake, the inclination angle of inclined piles has a significant influence on the seismic ability of pile group foundations. When the inclination angle of an inclined pile is 5 degrees, the ability of the inclined pile group foundation to resist deformation can be effectively improved, and the load distribution of the pile top is more reasonable.

引用

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页数：13

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