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隧道建设（中英文） ›› 2018, Vol. 38 ›› Issue (10): 1592-1602.DOI: 10.3973/j.issn.2096-4498.2018.10.001
SUN Jun
孙钧
摘要：
The author explains why a giant undersea immersed tube tunnel was selected for the sea area of the main channel of the east side of the Hong KongZhuhaiMacao Fixed Link Project, instead of employing a bridge or shield tunnel; and summarizes several domestic and international leading innovative technologies applied in the islandtunnel construction of the Hong KongZhuhaiMacao Fixed Link Project, including the use of huge selfstabilized steel cylinders as retaining structure of foundation pits for constructing the artificial islands, the largearea and ultradeep "sand compaction pile (SCP) composite foundation" reinforcement technology, "semirigid segment joints", "sandwich" steelRC combined invertedtrapezoid closure joints, and crack control and anticorrosion/durability design for RC tube structure. All these technologies reflect Chinese wisdom and Chinese speed. The author also points out some technical issues to which attention should be paid after the immersed tube tunnel of the project is put into operation: （1） Will the postconstruction settlement and differential settlement of the immersed tube tunnel further develop after the project is open to traffic? How much is the final convergence value? If it exceeds the limit, what control measures should be taken?（2） How to deal with the issue that the joints of large/small elements or segments are open? How to ensure that all the large and small joints between segments of the tube are "watertight"? Furthermore, the author presents some suggestions and control measures: （1） For excessive postconstruction settlement (especially differential settlement) spotted on large joints, it is suggested to incorporate "microdisturbance grouting" for post treatment. （2） If a joint opens under the excessive positive bending moment at the floor slab, it is believed that the open joint on the floor slab can be closed again by cutting off some prestressed tendons in the roof slab of the segment to reduce the positive bending moment of the section.
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