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港珠澳大桥岛隧工程深厚软基与大回淤条件下的工程处治研究
收稿日期: 2014-06-23
网络出版日期: 2014-09-22
Countermeasures for Deep and Thick Soft Foundation under Serious Backsilting Condition: Case Study on Artificial Island and Immersed Tunnel of Hong KongZhuhaiMacao Bridge Project
Received date: 2014-06-23
Online published: 2014-09-22
孙钧 . 港珠澳大桥岛隧工程深厚软基与大回淤条件下的工程处治研究[J]. 隧道建设, 2014 , 34(9) : 807 -814 . DOI: 10.3973/j.issn.1672-741X.2014.09.001
The construction of the artificial island and immersed tunnel of Hong KongZhuhaiMacao Bridge has the following two features: 1) The deep, thick and largearea soft foundation of the artificial island and the immersed tunnel needs to be consolidated; 2) Instead of being cut off after the tube elements have been immersed and the longitudinal settlement becomes almost stable, the prestressed reinfored ties at the flexible joints of the immersed tube are kept permanently under serious backsilting condition. Furthermore, emergency countermeasures should be established in case unexpected edge opening occurs at the joints of the tube segments of the immersed tunnel in its longterm service life. In the paper, detailed analysis and discussion are made on the abovementioned points.
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