Instantaneous settlement of immersed tube tunnel of Hong Kong-Zhuhai-Macao Bridge

LI Bin; GAO Chao; ZHANG Jia-ying

doi:10.11779/CJGE2021S2062

Volume 43 Issue S2

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Chinese Journal of Geotechnical Engineering > 2021 > 43(S2): 263-266. > DOI: 10.11779/CJGE2021S2062

LI Bin, GAO Chao, ZHANG Jia-ying. Instantaneous settlement of immersed tube tunnel of Hong Kong-Zhuhai-Macao Bridge[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 263-266. DOI: 10.11779/CJGE2021S2062

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Instantaneous settlement of immersed tube tunnel of Hong Kong-Zhuhai-Macao Bridge

LI Bin^{1, 2, 3, 4,},
GAO Chao^{1, 2, 3},
ZHANG Jia-ying^{1, 2, 3}

1.
Tianjin Port Engineering Institute Ltd. of CCCC First Harbor Engineering Company Ltd., 300222, China
2.
Key Laboratory of Port Geotechnical Engineering, Ministry of Communications, 300222, China
3.
Key Laboratory of Port Geotechnical Engineering of Tianjin 300222, China
4.
CCCC First Harbor Engineering Company Ltd., Tianjin 300461, China

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Received Date: August 17, 2021
Available Online: December 05, 2022

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Abstract

The settlement of immersed tube tunnel is very important to its construction quality and safety. The definition and mechanism of instantaneous settlement of immersed tube tunnel are summarized by deep-water load plate tests, model tests and field measurements. The key influencing factors and mechanisms are demonstrated by combining the theoretical results of different pipe joints. Through the analysis of the monitoring data, the main role of instantaneous settlement in the settlement and its influences on the immersed tube tunnel are clarified. The research results may provide reference for the design and construction of immersed tunnel projects in the future.
- instantaneous settlement,
- deep-water load plate test,
- settlement monitoring,
- immersed tube tunnel

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[1]	殷宗泽. 土工原理[M]. 北京: 中国水利水电出版社, 2007: 76-93. Yin Zong-ze. Geotechnical Theory[M]. Beijing: China Water Power Press, 2007: 76-93. (in Chinese)
[2]	陈祥福. 沉降计算理论及工程实例[M]. 北京: 科学出版社, 2005. CHEN Xiang-fu. Settlement Calculation Theory and Engineering Examples[M]. Beijing: Science Press, 2005. (in Chinese)
[3]	刘亚平, 胥新伟, 魏红波, 等. 港珠澳大桥深水地基载荷试验技术[J]. 岩土力学, 2018, 39(增刊2): 487-492. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2018S2068.htm LIU Ya-ping, XV Xin-wei, WEI Hong-bo, et al. Loading test technology in deep water for Hong Kong-Zhuhai-Macao Bridge[J]. Rock and Soil Mechanics, 2018, 39(S2): 487-492. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2018S2068.htm
[4]	姚丽娜. 基于e-p曲线的软土地基非线性沉降实用计算方法研究[D]. 广州: 华南理工大学, 2014. YAO Li-na. Study on A Practical Method for Calculating Nonlinear Settlement of Soft Groud Based on e-p Curve[D]. Guangzhou: South China University of Technology, 2014. (in Chinese)
[5]	公路软土地基路堤设计与施工技术规范 JTG/T D31-02-2013[S]. Technical Specifications for Design and Construction of Highway Embankment on Soft Ground: JTJ 017—1996[S]. (in Chinese)
[6]	钱家欢, 殷宗泽. 土工原理与计算[M]. 北京: 中国水利水电出版社, 1996. QIAN Jia-huan, YIN Zong-ze. Geotechnical Theory and Calculation[M]. Beijing: China Water Power Press, 1996. (in Chinese)

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Instantaneous settlement of immersed tube tunnel of Hong Kong-Zhuhai-Macao Bridge

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