Proceedings of the 2026 9th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2026)

2026 9th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2026)

📍Dalian, China🗓️ 10-12 April 2026

Study on the Influence of Low-energy Dynamic Compaction Near Land Area on Pile Foundation of High-piled Wharf

Authors
Jing-hong Zhang1, 2, *, Xiang Yue3, Kunpeng Wu1, 2, Hao Wu3
1CCCC Fourth Harbor Engineering Institute Co., Ltd, Guangzhou, 510230, Guangdong, China
2CCCC Key Laboratory of Environmental Protection & Safety of Transportation Infrastructure Engineering, Guangzhou, 510230, Guangdong, China
3CCCC Second Harbor Engineering of Fourth Harbor Engineering Bureau Co., Ltd, Guangzhou, Guangdong, 510230, China
*Corresponding author. Email: 569914487@QQ.com
Corresponding Author
Jing-hong Zhang
Available Online 14 August 2026.
DOI
10.2991/978-94-6239-740-8_13How to use a DOI?
Keywords
Ground improvement; dynamic compaction; vibration analysis; high-piled wharf; structural effect
Abstract

Aiming at the problem that the influence of dynamic compaction foundation treatment on pile foundations and the safe construction distance in the wharf land area are mostly dependent on experience and difficult to accurately predict, this paper takes a large deep-water high-piled wharf project in Peru, South America as the engineering background. Focusing on the demand for dynamic compaction treatment of backfilled foundation with mountain-excavated gravel soil in the rear land area, field dynamic compaction tests were carried out. The vibration responses and displacement variations of soil and steel pipe piles at different distances were mainly monitored, the vibration propagation law and the influence of soil compactness on vibration transmission were analyzed, and the influence degree of dynamic compaction on pile foundations was quantified. The results show that the bank slope and water area of the high-piled wharf form a natural vibration isolation trench. The pile vibration velocity induced by low-energy dynamic compaction beyond 15 m is within the allowable range of relevant codes. The vibration amplitude at the pile top is significantly lower than that of soil at the same distance, and low-energy dynamic compaction has a slight influence on pile displacement, which meets the engineering requirements.

Copyright
© 2026 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2026 9th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2026)
Series
Atlantis Highlights in Engineering
Publication Date
14 August 2026
ISBN
978-94-6239-740-8
ISSN
2589-4943
DOI
10.2991/978-94-6239-740-8_13How to use a DOI?
Copyright
© 2026 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Jing-hong Zhang
AU  - Xiang Yue
AU  - Kunpeng Wu
AU  - Hao Wu
PY  - 2026
DA  - 2026/08/14
TI  - Study on the Influence of Low-energy Dynamic Compaction Near Land Area on Pile Foundation of High-piled Wharf
BT  - Proceedings of the 2026 9th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2026)
PB  - Atlantis Press
SP  - 136
EP  - 147
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6239-740-8_13
DO  - 10.2991/978-94-6239-740-8_13
ID  - Zhang2026
ER  -