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Ships and Offshore Structures Volume 16, 2021 - Issue sup2: Cross-sea Channel Engineering
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Research on settlement test and numerical calculation of west artificial island foundation of Hong Kong-Zhuhai-Macao Bridge

Zhifa Yua School of Civil Engineering, Tianjin University, Tianjin, People’s Republic of China;b Tianjin Port Engineering Institute Co., Ltd. of CCCC First Harbor Engineering Co. Ltd., Tianjin, People’s Republic of China
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Bin Lib Tianjin Port Engineering Institute Co., Ltd. of CCCC First Harbor Engineering Co. Ltd., Tianjin, People’s Republic of China;c Key Laboratory of Port Geotechnical Engineering, Ministry of Communications, PRC, Tianjin, People’s Republic of China;d Key Laboratory of Tianjin Port Geotechnical Engineering, Tianjin, People’s Republic of China;e CCCC First Harbor Engineering Company Ltd., Tianjin, People’s Republic of ChinaCorrespondence[email protected]
ORCID Iconhttps://orcid.org/0000-0003-2706-8550
ORCID Icon,
Wen Qiuf State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, Xi’an, People’s Republic of China
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Xinwei Xub Tianjin Port Engineering Institute Co., Ltd. of CCCC First Harbor Engineering Co. Ltd., Tianjin, People’s Republic of China;c Key Laboratory of Port Geotechnical Engineering, Ministry of Communications, PRC, Tianjin, People’s Republic of China;d Key Laboratory of Tianjin Port Geotechnical Engineering, Tianjin, People’s Republic of China;e CCCC First Harbor Engineering Company Ltd., Tianjin, People’s Republic of China
Pages 56-65 | Received 27 Aug 2020, Accepted 16 Nov 2020, Published online: 23 Dec 2020
 
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ABSTRACT

The artificial island project of the Hong Kong-Zhuhai-Macao Bridge includes the island construction project, the island part at the junction of the island and the tunnel, and the transition section between the island and the tunnel. The bearing capacity and deformation characteristics of the compacted sand pile composite foundation are studied through the load test of underwater compacted sand pile composite foundation, and given the parameters such as pile-soil stress ratio of composite foundation. In addition, the numerical simulation analysis of the three-dimensional foundation model of the West artificial Island was carried out. The parameters were adjusted through back analysis of the calculated results and the measured data, and the adjusted parameters were used to calculate the post-construction settlement of the West artificial Island, which met the design requirements of no more than 50 cm.

Disclosure statement

No potential conflict of interest was reported by the author(s).

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