The standard system,design procedures,routine practices and other aspects of deep excavations design in Hong Kong SAR (Special Administrative Region) and Macau SAR of China and overseas regions are quite different from those in Mainland China. Based on the design practices of deep excavations in Barra Transportation Hub in Macau SAR,the design of deep excavation support in overseas projects is introduced in detail,including determination of the embedded depth of diaphragm wall,downward extension of diaphragm walls in hard rocks,strut system,structural calculation,verification of stability against overturning,etc. The stipulations of deep excavation design in British Standard and the standard of Hong Kong SAR are compared with those provided in the standards of Mainland China. During desk study,numerical modeling was adopted to calculate the force and deformation of bracing system of excavation; during construction,numerical method was also adopted for back analysis and predictions based on filed monitoring data,which guaranteed smooth construction.
Key words
overseas project /
deep excavation /
strut system /
downward extension of diaphragm wall /
numerical modeling /
stability against overturning
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References
[1] JGJ 120—2012,建筑基坑支护技术规程[S].北京:中国建筑工业出版社,2012.
[2] BS EN 1990:2002,Eurocode:Basis of Structural Design[S]. London:British Standards Institution,2002.
[3] BS EN 1993-1-1-2005+A1-2014,Eurocode 3:Design of Steel Structures Part 1-1:General Rules and Rules for Buildings[S]. London:British Standards Institution,2015.
[4] BS EN 1994-1-1:2004,Eurocode 4:Design of Composite Steel and Concrete Structures - Part 1-1:General Rules and Rules for Buildings[S]. London:British Standards Institution,2002.
[5] BS EN 1997-1:2004,Eurocode 7:Geotechnical Dosing-Part 1:General Rules[S]. London:British Standards Institution,2004.
[6] BS EN 1997-2:2007, Eurocode 7:Geotechnical Design-Part 2:Ground Investigation and Testing[S]. London:British Standards Institution,2007.
[7] GABA A R,SIMPSON B,POWRIE W,et al. Embedded Retaining Walls:Guidance for Economic Design (CIRIA C580)[K]. London:Construction Industry Research and Information Association,2003.
[8] GCO Publication No. 1/90,Review of Design Methods for Excavations[S]. Hong Kong:Civil Engineering Department,HKSAR,2003.
[9] DBJ/T 15-20—2016,建筑基坑工程技术规程[S].北京:中国城市出版社,2017.
[10] 香港屋宇署.基础作业守则[M].香港:屋宇署,2004:5-8,32-33.
[11] BOND A,HARRIS A. Decoding Eurocode 7[M]. London:Taylor & Francis,2008:139-140.
[12] GB 50007—2011,建筑地基基础设计规范[S].北京:中国建筑工业出版社,2011.
[13] Naval Facilities Engineering Command (NAVFAC). Foundation & Earth Structures[M]. Washington:U.S. Government Printing Office,1986:101-103.