• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
DING Yong-chun, LI Guang-hui, WANG Jian-hua. Deformation and stability of deep excavations in artificial offshore island[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 519-524.
Citation: DING Yong-chun, LI Guang-hui, WANG Jian-hua. Deformation and stability of deep excavations in artificial offshore island[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 519-524.

Deformation and stability of deep excavations in artificial offshore island

More Information
  • Received Date: November 12, 2012
  • Published Date: November 12, 2012
  • A two-dimensional finite element method (FEM) numerical simulation was carried out to investigate the deformation behavior and the global stability of the large-diameter steel cylinder bulkhead as well as the steel tube pile retaining structure in combination with the practice of a waterfront tunnel pit excavation in an artificial offshore island. Two numerical models were established respectively with Plaxis to compare the performance of the local excavation scheme and the large excavation scheme under complex construction conditions. The numerical results show that the local excavation scheme can reduce the relative lateral deformation of the steel cylinder bulkhead from 1.41 percent to 0.69 percent, raise the safety factor of global stability from 1.51 to 1.68, and transform the collapse mode of the structures from the type of steel cylinder overturning rotation around its bottom to the type of block slide around the steel tube pile top in the island. Nevertheless, the local excavation scheme may prolong the construction period and increase the project investment owing to the additional construction of temporary retaining structure. Both of the excavation schemes can satisfy the safety control requirements of stability; meanwhile, relatively large deformation of the excavation will not bring negative impact on the surroundings. The large excavation scheme is more favorable in construction period and project investment control than the local excavation scheme.
  • [1]
    谢世楞. 人工岛设计的进展[J]. 海岸工程, 1995, 14(1): 1–7. (XIE Shi-leng. Advances in design of artificial island[J]. Coastal Engineering, 1995, 14(1): 1–7. (in Chinese))
    [2]
    严 恺. 海港工程[M]. 北京: 海洋出版社, 1996. (YAN Kai. Port and harbor engineering[M]. Beijing: China Ocean Press, 1996. (in Chinese))
    [3]
    张志明, 刘连生, 钱立明, 等. 海上大型人工岛设计关键技术研究[J]. 水运工程, 2011(9): 1–7. (ZHANG Zhi-ming, LIU Lian-sheng, QIAN Li-ming, et al. On key design technology for large offshore man-made island[J]. Port & Waterway Engineering, 2011(9): 1–7. (in Chinese))
    [4]
    张振东. 江苏近海辐射沙脊群人工岛建设工程问题初探[J]. 淮海工学院学报(自然科学版), 2010, 19(3): 89–92. (ZHANG Zhen-dong. Brief study on engineering construction problems of artificial island on radiate sandbanks of Jiangsu[J]. Journal of Huaihai Institute of Technology (Natural Science), 2010, 19(3): 89–92. (in Chinese))
    [5]
    The Overseas Coastal Area Development Institute of Japan (OCDI). Technical standards and commentaries for port and habour facilities in Japan[R]. Tokyo: Ports and Harbours Bureau, Ministry of Land, Infrastructure, Transport and Tourism (MLIT), 2009.
    [6]
    American Petroleum Institute (API). Recommended practice for planning, designing and constructing fixed offshore platforms[R]. Washington D C: American Petroleum Institute Production Department, 1996.
    [7]
    中国港湾建设总公司澳门国际机场工程总经理部. 澳门国际机场工程技术篇[R]. 广州: 广东科技出版社, 1995. (General Manager Department of Macau International Airport Project, China Harbor Engineering Company. Technical part of Macau International Airport Project[R]. Guangzhou: Guangdong Science and Technology Press, 1995. (in Chinese))
    [8]
    JGJ 120—99 建筑基坑支护技术规程[S]. 1999. (JGJ 120—98 Technical specification for retaining and protection of building foundation excavations[S]. 1999. (in Chinese))
    [9]
    DG/TJ 08—61—2010 基坑工程技术规范[S]. 2010. (DG/TJ 08—61—2010 Technical code for excavation engineering[S]. 2010. (in Chinese))
    [10]
    刘国彬, 王卫东. 基坑工程手册[M]. 2版. 北京: 中国建筑工业出版社, 2009. (LIU Go-bin, WANG Wei-dong. Excavation engineering manual[M]. 2nd ed. Beijing: China Architecture and Building Press, 2009. (in Chinese))
    [11]
    李小军, 陈映华, 宣庐峻. 采用水上深基坑围护法建造特大型船坞坞口的创新设计[J]. 岩土工程学报, 2006, 28(增刊1): 1560–1564. (LI Xiao-jun, CHEN Ying-hua, XUAN Lu-jun. Creative design of super large dry-dock head construction by means of deep steel sheet piling excavation in water area[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(S1): 1560–1564. (in Chinese))
    [12]
    中交公路规划设计院有限公司联合体. 港珠澳大桥主体工程隧道人工岛岛体结构初步设计[R]. 北京:中交公路规划设计院有限公司, 2009. (Association of CCCC HighwayConsultants Co., Ltd. Primary design of artificial island for immersed tube tunnel of Hong Kong-Zhuhai-Macao Bridge[R]. Beijing: CCCC Highway Consultants Co., Ltd., 2009. (in Chinese))
    [13]
    王卫东, 王建华. 深基坑支护结构与主体结构相结合的设计、分析与实例[M]. 北京: 中国建筑工业出版社, 2007. (WANG Wei-dong, WANG Jian-hua. Design, analysis and case histories of deep excavations supported by permanent structures[M]. Beijing: China Architecture and Building Press, 2007. (in Chinese))

Catalog

    Article views (1116) PDF downloads (521) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return