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【正文】 about Aseismic Analysis of Buried Pipelines[J]. Special Structures. 1999, 16(3): 1416[6] 王暖堂. 城市地鐵復(fù)雜洞群淺埋暗挖法的有限元模擬[J]. 巖土力學. 2001, 22(4): 504508WANG Nuantang. A Simulation on Construction Technique of MultiTunneling at Shallow Depth According to ThreeDimensional FEM Theory[J]. Rock And Soil Mechanics. 2001, 22(4): 504508[7] 王紹君, 劉宗仁,陶夏新. 淺埋暗挖隧道施工性態(tài)的數(shù)值模擬與分析[J]. 土木工程學報. . 40(6): 7679.WANG Shaojun, LIU Zongren, TAO Xiaxin. Numerical Simulation and Analysis of Construction Behavior of Shallow Tunneling by Excavation. China Civil Engineering Journal. . 40(6): 7679.[8] HULME T W, BURCHELL A J . Tunnelling Projects in Singapore: an Overview[J]. Tunneling and Undergrourzd Space Technology. 1999, 14(4): 409418, [9] KUWAHARA H, YAMAZAKI T, KUSAKABE O. Ground deformation mechanism of shield tunneling due to tail void formation in soft clay[C]. Proceedings of International Conference on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, the Netherlands, 1997, 2: 14571460.[10] MARCIO M F , ALVARO H M J, ANDRE P A. Displacement Control in Tunnels Excavated by the NATM: 3D Numerical Simulations[J]. Tunnelling and Underground Space Technology. 2003:283293.[11] OGGERI C, GUNNAR O. Quality in Tunneling: ITAAITES Working Group 16 Final Report[J]. Tunneling and Underground Space Technology. 2004, (19): 239272.[12] 蘇斌. 北京地鐵磁器口車站淺埋暗挖法進洞施工方案比較[J]. 鐵道標準設(shè)計. 2005, (7): 9496SU Bin. The Comparison of Constructive Programs with Shallow Burying Method and Subsurface Excavation Method at Ciqikou Station in Beijing Metro[J]. Railway Standard Design. 2005, (7): 9496.[13] HAACK A..Latest Achievement and Perspectives in Tunnel Aafety. Tunnelling and Underground Space Technology[J]. 2004, 19: 305310.
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