[1] KODAKI K,NAKANO M,MAEDA S. Development of the automatic system for pneumatic caisson[J]. Automation in Construction,1997,6(3):241–255.
[2] 彭芳乐,孙德新,大内正敏,等. 超大深度压气沉箱工法的施工技术[J]. 地下空间与工程学报,2004,24(增1):699–703.(PENG Fangle,SUN Dexin,OHUCHI M,et al. Pneumatic caisson construction technology for very deep underground engineering[J]. Chinese Journal of Underground Space and Engineering,2004,24(Supp. 1):699–703.(in Chinese))
[3] 李耀良,姜春辉,邓前锋. 全自动、可遥控的现代气压沉箱施工及其关键技术的研究[J]. 建筑施工,2008,30(1):2–4.(LI Yaoliang,JIANG Chunhui,DENG Qianfeng. Key construction techniques for modern pneumatic caisson practice with fully automatic and remote control[J]. Building Construction. 2008,30(1):2–4.(in Chinese))
[4] 梅田法義,藤井直,井上智裕. ニューマチックケーソン施工過程の数値解析[J]. 応用力学論文集,2006,(9):603–612.
[5] 井上智裕,藤井直,大内正敏. ニューマチックケーソン工法によるトンネル施工時の周辺地盤変形解析について[J]. トンネル工学論文集,2006,(16):155–164.
[6] HONG W,YEA G G,KIM T H,et al. Evaluation of unit skin friction to large size pneumatic caisson during the process of sinking[C]// Proceedings of the 15th International Offshore and Polar Engineering Conference. Cupertino,California:The International Society of Offshore and Polar Engineers,2005:555–561.
[7] 王红霞,王德禹. 大型沉井结构施工力学模型的研究[J]. 力学季刊,2003,24(1):68–74.(WANG Hongxia,WANG Deyu. Mechanics model study in large extra caissons construction[J]. Chinese Quarterly of Mechanics,2003,24(1):68–74.(in Chinese))
[8] PLAXIS B V. Plaxis Professional(version 7.2),geotechnical finite element code for soil and rock analyses(CD-ROM)[M]. Delft:[s. n.],1998.
[9] 葛春晖. 钢筋混凝土沉井设计施工手册[M]. 北京:中国建筑工业出版社,2004.(GE Chunhui. Handbook of design and construction of open caisson[M]. Beijing:China Architecture and Building Press,2004.(in Chinese))
[10] TAYLOR W D. Fundamentals of soil mechanics[M]. New York: John Wiley and Sons,Inc.,1963:566–569.
[11] TERZAGHI K,PECK B R. Soil mechanics in engineering practice[M]. New York:John Wiley and Sons,Inc.,1960:167–175.
[12] SCHANZ T,VERMEER P A,BONNIER P G. The hardening soil model—formulation and verification[C]// BRINKGREVE R B J ed. Proceedings of Plaxis-Symposium:beyond 2000 in Computational Geotechnics—10 Years of PLAXIS.Rotterdam:A. A. Balkema,1999:281–296.
[13] KUNG G T C,JUANG C H,HSIAO EVAN C L. Ground settlement caused by excavation in clay—an empirical method[C]// ZHU H H et al. ed. Proceedings of Sessions of Shanghai,Underground Construction and Ground Movement,Geotechnical Special Publication No. 155. New York:American Society of Civil Engineers,2006:363–370.
[14] KUNG G T C,JUANG C H,HSIAO E C L,et al. Simplified model for wall deflection and ground-surface settlement caused by braced excavation in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering,2007,133(6):731–747.
[15] CLOUGH G W, O¢ROURKE T D. Construction induced movements of in situ walls[C]// LAMBE P and HANSEN L A ed. Proceedings of the 1990 Specialty Conference,Design and Performance of Earth Retaining Structure,Geotechnical Special Publication No.25. New York:American Society of Civil Engineers,1990:439–470.
[16] HSIEH P G,OU C Y. Shape of ground surface settlement profiles caused by excavation[J]. Canadian Geotechnical Journal,1998,35(6):1 004–1 017.
[17] OU C Y,HSIEH P G,CHIOU D C. Characteristics of ground surface settlement during excavation[J]. Canadian Geotechnical Journal,1993,30(5):758–767.