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Dynamic Response Characteristics of Single Pile Foundation with Large Diameter and Variable Section in Liquefaction Site Under Earthquake
CIVIL ENGINEERING | 更新时间：2026-01-25

    • Dynamic Response Characteristics of Single Pile Foundation with Large Diameter and Variable Section in Liquefaction Site Under Earthquake

    • “The vibration table test of Xiang'an Bridge in Xiamen's Second East Passage revealed significant differences in the dynamic response characteristics of large-diameter variable cross-section single piles under different seismic waves, providing reference for seismic design.”
    • Advanced Engineering Sciences   Vol. 57, Issue 5, Pages: 237-247(2025)

    • DOI：10.12454/j.jsuese.202300832    

      CLC： TU473

    • Received：22 October 2023，

      Revised：2024-01-28，

      Published Online：28 May 2024，

      Published：20 September 2025

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  • Feng Zhongju,Li De,Zhang Cong,et al.Dynamic response characteristics of single pile foundation with large diameter and variable section in liquefaction site under earthquake[J].Advanced Engineering Sciences,2025,57(5):237‒247. DOI： 10.12454/j.jsuese.202300832.

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Related Author

FENG Zhongju
LI De
ZHANG Cong
XU Boxi
ZHAO Ruixin
LAI Dejin
LI Chengdong
LIAN Xiaolian

Related Institution

School of Highway，Chang’an Univ.
Xiamen Road and Bridge Engineering Investment Development Co., Ltd.
Southwest Electric Power Design Institute Company, Limited of Chian Power Engineering Consulting Group
West Yunnan University of Applied Sciences, Dali
Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University
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