Project Description
The new link will shorten the commuting distance of two economic circles sitting on the east and west shores of the Pearl River. The link is not only a corridor for Shenzhen and Zhongshan, but is also for strategic importance to the Nansha, Qianhai, Cuiheng and Hengqin areas of the city of Guangzhou, Shenzhen, Zhongshan and Zhuhai respectively. Upon completion of the link, the travel time from Shenzhen to Zhongshan will be significantly reduced, from more than two hours to twenty minutes in clear traffic.
The connection has a length of 24 km, has 4 lanes in both directions and starts at a new artificial island south of the Shenzhen airport where the link is connected with the Guangzhou-Shenzhen Riverside Expressway. From there it passes underneath the Dachan waterway, the Airport Secondary Fairway and the Fanshi Waterway with a tunnel. At the West Artificial Island the tunnel switches to a bridge crossing the Lingdin West Fairway and the Hengmen East Waterway with a suspension bridge, approach bridges and a cable stayed bridge. At the Hengmen Interchange the link is connected with the Zhongshan-Kaiping Highway.
The immersed tunnel possesses 2 traffic tubes and a central gallery with a total width of 46 m and a length of 5.25 km. For the deep sections, reaching water depths of 35 m, full steel sandwich elements turned out to be most economical. For the less deep and wider sections single shell elements were proposed. As this will be the first full steel tunnel in China the cross-sections were developed in detail. An overall construction schema was set up and a casting basin for production of the tunnel elements on the Shenzhen side of the river was selected. The geology along the alignment was analysed from which the dredging methods for the trench were selected. For a number of hard spots along the alignment soil treatment like sand compaction piles and soil replacement were advised.
Besides being a transition between the tunnel and the bridge also recreational functions were assigned to the island and the entrance to the tunnel was turned into a landmark. For land formation of the main body of the artificial islands large diameter steel cylinders with rock revetment in front are proposed. Settlement and stability is controlled through soil replacement, vertical drainage and dewatering of the main island body and through sand compaction piling underneath landscaped rock revetment.