[1] Toshio T, Kinsaku K, Keizo M. Construction of MRT chaloem ratchamongkhon line underground structures north and Japanese shield tunnel technology [C]//Proceedings of International Symposium on Underground Excavation and Tunneling. 2006: 47-56.[2] Keizo M, Fumiyuki Y, Hiroshi U, et al. Development of construction method for a road underpass at intersection [C]//Proceedings of 2009 World Tunnel Congress. 2009: 31-35.[3] Brijer A J. Ultra rapid under pass: the adaptation of the URUP method for the Netherlands [D]. Delft: Delft University of Technology, 2010.[4] Hitonari F, Tetsuya N, Masayoshi I. URUP (ultra rapid under pass) method, the first shield tunneling method for launching and arrival at the ground level [C]//Proceedings of 2009World Tunnel Congress. 2009: 112-116.[5] Toshiaki N, Kenji K. URUP (ultra rapid under pass) method, the first implementation in a public project [C]//Proceedings of 1st International Congress on Tunnels and UndergroundStructures in South-East Europe. 2010: 1175-1180.[6] Yamauchi K, Tanaka Y, Nonaka T. URUP (ultra rapid under pass)-TBM excavation in soft ground from the surface elevation (zero overburden) without shaft and/or large scaled open cut pit [C]//Proceedings of 2011 Rapid Excavation and Tunneling Conference, Society for Mining, Metallurgy and Exploration. 2011: 946-963.[7] 张子新, 胡文.地面出入式盾构法隧道新技术大型模型试验与工程应用研究[J].岩石力学与工程学报, 2013, 32(11): 2161-2169.[8] Lee K M, Rowe R K. Finite element modeling of the three-dimensional ground deformations due to tunneling in soft cohesive soils: partⅠ—methods of analysis [J]. Computers and Geotechnics, 1990, 2(2): 87-110.[9] Lee K M, Rowe R K. Finite element modeling of the three-dimensional ground deformations due to tunneling in soft cohesive soils: partⅡ—results [J]. Computers and Geotechnics, 1990, 2(2): 111-138.[10] 王敏强, 陈胜宏.盾构推进隧道结构三维非线性有限元仿真[J].岩石力学与工程学报, 2002, 21(2): 228-232.[11] 张利民, 李大勇.盾构掘进过程土体变形特性数值模拟[J].岩土力学, 2004, 25(S1): 75-78.[12] 张海波, 殷宗泽, 朱俊高.地铁隧道盾构法施工过程中地层变位的三维有限元模拟[J].岩石力学与工程学报, 2005, 24(5): 755-760.[13] 李曙光, 方理刚, 赵丹.盾构法地铁隧道施工引起的地表变形分析[J].中国铁道科学, 2006, 27(5): 87-92.[14] 朱合华, 丁文其, 桥本正.盾构隧道施工过程模拟分析[J].岩石力学与工程学报, 1999, 18(S1): 860-864.[15] 朱合华, 丁文其, 李晓军.盾构隧道施工力学性态模拟及工程应用[J].土木工程学报, 2000, 33(3): 98-103.[16] 尚国庆, 冯伟.超大型泥水平衡盾构施工的三维非线性模拟[J].上海大学学报: 自然科学版, 2009, 15(5): 541-545.[17] 宁寅, 冯伟, 马永其, 等.下穿已有隧道泥水盾构施工的预测分析[J].上海大学学报: 自然科学版, 2012, 18(4): 401-407.[18] 朱合华, 刘庭金.超浅埋盾构法隧道施工方案三维有限元分析[J].现代隧道技术, 2001, 38(6): 14-18.[19] 张所明, 张国跃, 洪庄年, 等.浅覆土大盾构对临近建筑物影响的有限元分析[J].工程地质学报, 2008, 16(S1): 108-110.[20] 吴惠明, 汤漩.上海轨道交通9号线超浅覆土盾构施工引起的地面变形特性及对策[C]//地下工程建设与环境和谐发展—–第四届中国国际隧道工程研讨会文集.2009: 122-129.[21] 陈林.地铁出入段线盾构隧道区间—–浅覆土、小半径始发地面沉降规律分析[C]//地下交通工程与工程安全—–第五届中国国际隧道工程研讨会文集.2011: 540-544.[22] 张云, 殷宗泽, 徐永福.盾构法隧道引起的地表变形分析[J].岩石力学与工程学报, 2002, 21(3): 388-392. |