Citation: | HUANG Shengxiang, LI Guanqing, ZHANG Wen, WANG Xinpeng. Surveying Network Design for HongKong-Zhuhai-Macao Bridge Link Immersed Tunnel[J]. Geomatics and Information Science of Wuhan University, 2019, 44(5): 640-647. DOI: 10.13203/j.whugis20170196 |
[1] |
Rasmussen N, Grantz W. Chapter 9 Catalogue of Immersed Tunnels[J]. Tunnelling and Underground Space Technology, 1997, 12(2):163-316 doi: 10.1016/S0886-7798(97)90021-3
|
[2] |
Busby J, Marshall C. Design and Construction of the Oresund Tunnel[J]. Civil Engineering, 2000, 138(4):157-166
|
[3] |
Jeong S, Kim J. The Immersed Tunnel and Bridges of Busan-Geoje Fixed Link[J]. Structural Engineering International, 2012, 22(1): 20-25 doi: 10.2749/101686612X13216060212951
|
[4] |
李英, 陈越.港珠澳大桥岛隧工程的意义及技术难点[J].工程力学, 2011(S2): 67-77 http://d.old.wanfangdata.com.cn/Conference/7500580
Li Ying, Chen Yue. The Importance and Technical Difficulties of Tunnel and Islands for Hong Kong Zhuhai Macao Bridge Project[J]. Engineering Mechanics, 2011(S2): 67-77 http://d.old.wanfangdata.com.cn/Conference/7500580
|
[5] |
Zhang Z, Lin W, Ji H, et al. Layout and Design Techniques of Cross Section for the Large Immersed Tunnel[J]. Procedia Engineering, 2016, 166(1): 37-44 http://cn.bing.com/academic/profile?id=ad683298f23d3cc765470d47d21d32e1&encoded=0&v=paper_preview&mkt=zh-cn
|
[6] |
尹海卿.港珠澳大桥岛隧工程设计施工关键技术[J].隧道建设, 2014, 34(1): 60-66 http://d.old.wanfangdata.com.cn/Periodical/sdjs201401010
Yin Haiqing. Key Technologies Applied in Design and Construction of Artificial Islands and Immersed Tunnel of HongKong-Zhuhai-Macao Bridge (HZMB) Project[J]. Tunnel Construction, 2014, 34(1): 60-66 http://d.old.wanfangdata.com.cn/Periodical/sdjs201401010
|
[7] |
Chrzanowski A. Optimization of the Breakthrough Accuracy in Tunneling Surveys[J]. The Canadian Surveyor, 1981, 35(1): 5-16
|
[8] |
Stiros S C. Alignment and Breakthrough Errors in Tunneling[J]. Tunnelling and Underground Space Technology, 2009, 24(2):236-244 doi: 10.1016/j.tust.2008.07.002
|
[9] |
张正禄, 邓勇, 吕耕超, 等.锦屏辅助洞施工控制网布设研究[J].武汉大学学报·信息科学版, 2010, 35(7):794-797 http://ch.whu.edu.cn/CN/Y2010/V35/I7/794
Zhang Zhenglu, Deng Yong, Lü Gengchao, et al. Research on the Design of Construction Surveying Control Network of Jingping Assistant Tunnel[J]. Geomatics and Information Science of Wuhan University, 2010, 35(7):794-797 http://ch.whu.edu.cn/CN/Y2010/V35/I7/794
|
[10] |
吴迪军, 熊伟.港珠澳大桥工程坐标系设计[J].测绘通报, 2012(1): 53-55 http://d.old.wanfangdata.com.cn/Periodical/chtb201201021
Wu Dijun, Xiong Wei. Design of the Engineering Coordinate System for HongKong-Zhuhai-Macao Bridge[J]. Bulletin of Surveying and Mapping, 2012(1):53-55 http://d.old.wanfangdata.com.cn/Periodical/chtb201201021
|
[11] |
Quanke S, Yue C, Ying L, et al. Publications HongKong Zhuhai Macao Bridge Link in China Stretching the Limits of Immersed Tunnelling, 2012[EB/OL]. http://tec-tunnel.com/publica-tions, 2017
|
[12] |
李冠青, 黄声享.港珠澳大桥沉管隧道贯通误差预计[J].测绘科学, 2016, 41(12):10-13 http://d.old.wanfangdata.com.cn/Periodical/chkx201612003
Li Guanqing, Huang Shengxiang. The Breakthrough Error Estimation of HongKong-Zhuhai-Macao Bridge Immersed Tube Tunnel[J]. Science of Surveying and Mapping, 2016, 41(12):10-13 http://d.old.wanfangdata.com.cn/Periodical/chkx201612003
|
[13] |
张正禄, 张松林, 伍志刚, 等. 20~50 km超长隧道(洞)横向贯通误差允许值研究[J].测绘学报, 2004, 33(1): 83-88 doi: 10.3321/j.issn:1001-1595.2004.01.015
Zhang Zhenglu, Zhang Songlin, Wu Zhigang, et al. Research on the Allowable Value of Lateral Breakthrough Error for Super Long Tunnel from 20 to 50 km[J]. Acta Geodaetica et Cartographica Sinica, 2004, 33(1):83-88 doi: 10.3321/j.issn:1001-1595.2004.01.015
|
[14] |
Fowler S. Design and Preanalysis of Underground Control Networks for Tunnel Construction[D]. Dunedin: University of Otago, 2006
|
[15] |
Schmitt G. Optimization of Geodetic Networks[J]. Reviews of Geophysics, 1982, 20(4):877-884 doi: 10.1029/RG020i004p00877
|
[16] |
吴江飞, 吴绍民.两种可靠性指标及其关系研究[J].信息工程大学学报, 2000, 1(3):53-55 doi: 10.3969/j.issn.1671-0673.2000.03.014
Wu Jiangfei, Wu Shaomin. Research on Two Reliability Indicators and Their Relationship[J]. Journal of Information Engineering University, 2000, 1(3):53-55 doi: 10.3969/j.issn.1671-0673.2000.03.014
|