Hong Kong Zhuhai Macao Bridge-Tunnel project immersed tunnel and artificial islands – From an Owners’ perspective

2022 ◽  
Vol 121 ◽  
pp. 104308
Author(s):  
Su Quanke ◽  
Zhu Yongling ◽  
Chen Yue ◽  
Fang Lei ◽  
Yan Yu ◽  
...  
Keyword(s):  
2019 ◽  
Vol 12 ◽  
pp. 346-351
Author(s):  
Eva Binder ◽  
Chong Li ◽  
Herbert Mang ◽  
Yong Yuan ◽  
Bernhard Pichler

Survey Review ◽  
2017 ◽  
Vol 51 (365) ◽  
pp. 114-122 ◽  
Author(s):  
Shengxiang Huang ◽  
Guanqing Li ◽  
Xinpeng Wang ◽  
Wen Zhang

Author(s):  
Sheng Peng ◽  
Weiguo Wu ◽  
Keqiang Chen ◽  
Aokui Xiong ◽  
Ziyu Xia

Hong Kong-Zhu hai-Macao Bridge, connecting world famous tri-cities in China, will consists of three different construction elements: a man made peninsula, a world’s longest and widest immersed tunnel and a cross-sea bridge. The key point of this megastructure is the construction of the immersed tube tunnel construction. The accuracy of tunnel element positioning directly determines the quality of tunnel construction. In order to study the behavior of elements during its lowering to the sea bed, the scaled model test has carried out in the Key Laboratory of High-speed Ship Engineering of Ministry of Education, Wuhan, China. Experiment was carried out to investigate the motion responses of the tunnel element in the immersion under wave and current actions and the tensions acting on the controlling cables of its immersing system. A concise description of the model wave-current test is carried out, and the variation of motion responses of the tunnel element and cable tensions against wave, current and immersing depth were obtained, which could be a guidance to the construction of the immersed tunnel of Hong Kong-Zhu hai-Macao Bridge.


2018 ◽  
Vol 79 ◽  
pp. 143-149 ◽  
Author(s):  
Zhinan Hu ◽  
Yongli Xie ◽  
Guoping Xu ◽  
Shenglin Bin ◽  
Hongzhou Liu ◽  
...  
Keyword(s):  

2011 ◽  
Vol 250-253 ◽  
pp. 1723-1727 ◽  
Author(s):  
Xiao Yong Hu ◽  
Xiao Xu Zhang ◽  
Yu Liang Qiu ◽  
Wei Hua Dong ◽  
Bao Wen Kou

A simplified seismic calculation model of immersed tunnel is built up, which is applied to the seismic analysis of Hong Kong-Zhu Hai-Macao Bridge Project’s immersed tube tunnel. According to different spring stiffness of foundation and different spring stiffness of joint, the tunnel and joint’s force and deformation conditions are compared. The results show that: the influence of foundation spring stiffness is significant, for engineering design, the foundations of a more flexible approach should be preferred; contrary to joint force, the joint opening increases with the increase of joint stiffness, thus, flexible joint is better for project; the connection parts of floor and wall, the connection parts of roof and wall are the most disadvantageous position during the earthquake, so, these parts’ design strength should be strengthened and deformation control should be taken.


2019 ◽  
Vol 13 (3) ◽  
pp. 257-265 ◽  
Author(s):  
Guanqing Li ◽  
Shengxiang Huang

AbstractThe immersed tunnel which is composed of elements has drawn more attention nowadays because of new advancements and developments. The elements are prefabricated somewhere else and floated to the tunnel site to be sunk into the prepared trench. Each element must line up exactly for the watertight gaskets to seal properly. The HZM immersed tunnel, a key part of the Hong Kong-Zhuhai-Macao Bridge (HZMB) that crosses the Pearl River Estuary and links Hong Kong to the east, and Zhuhai and Macao to the west, is 6.7 km long, one of the longest immersed tunnel ever realized in the world. For the construction of such a mega immersed tunnel, particular care should be taken in the perspective of geodetic control. This paper described the design and implementation of the geodetic basis and hierarchical surface control networks. And to decrease the influence of lateral refraction and to improve the configuration strength and increase the number of redundant observation compared with traverse, the design of underground surveying network named duo-linear joint chain and the results of gyro checks are presented. In the end HZM immersed tunnel surveying data is analyzed and the performance of the control networks is demonstrated.


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