The embedded pile-cap design in the Hong Kong–Zhuhai–Macao Bridge project meant that prefabricated pier shafts and pile caps had to be installed under water. This posed a host of daunting construction-related challenges. The designer for the bridge – the Highway Planning and Design Institute, Beijing, China – proposed a method using temporary retaining structures to assist in the underwater installation. According to the local hydrogeological conditions and the capacity of the equipment available in each section, three methods of construction for these temporary works were used. Following completion of the project in 2018, this paper provides a technical comparison of the three methods with the aim that it will serve as a reference for similar projects in the future.
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March 2021
Research Article|
June 22 2020
Methods used to construct underwater pile caps on the Hong Kong–Zhuhai–Macao Bridge Available to Purchase
Mingshan Fang, PhD
;
Mingshan Fang, PhD
Vice-Chief Engineer, Hong Kong–Zhuhai–Macao Bridge Authority, Zhuhai, Hangzhou, P. R. China; Zhejiang Communications Investment Group Co., Ltd, P. R. China (corresponding author: 18998161966@189.cn)
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Lizhi Yu, BE;
Lizhi Yu, BE
Vice-Chief Engineer, Poly Changda Engineering Co., Ltd, Guangzhou, P. R. China
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Yu Tan, MS
Yu Tan, MS
PhD candidate, Zhejiang University, Hangzhou, P. R. China; Zhejiang Communications Investment Group Co., Ltd, P. R. China
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Publisher: Emerald Publishing
Received:
April 08 2019
Accepted:
May 13 2020
Online ISSN: 1751-7664
Print ISSN: 1478-4637
ICE Publishing: All rights reserved
2020
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2021) 174 (1): 3–12.
Article history
Received:
April 08 2019
Accepted:
May 13 2020
Citation
Fang M, Yu L, Tan Y (2021), "Methods used to construct underwater pile caps on the Hong Kong–Zhuhai–Macao Bridge". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 174 No. 1 pp. 3–12, doi: https://doi.org/10.1680/jbren.19.00013
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