参考文献/References:
[1] PECK R B. Deep excavations and tunneling in soft ground[C]//Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico: [s. n.], 1969. 225-290.
[2] CLOUGH G W, SCHMIDT B, BRAND E W, et al. Design and Performance of exeavations and tunnels in soft clay engineering[M]. New York: Elsevier Science Publishing Company, 1981.
[3] O’REILLY M P, NEW B M. Settlements above tunnels in the United Kingdom: their magnitude and prediction[C]//Proceedings of Tunneling 82 symposium. London: Institution of Mining and Metallurgy, 1982, 173-181.
[4] MAIR R J, TAYLOR R N, BRACEGIRDLE A. Subsurface settlement profiles above tunnels in clays[J]. Geotechnique, 1993, 43(2): 315-320.
[5] CELESTINO T B, GOMES R, BORTOLUCCI A A. Errors in ground distortions due to settlement trough adjustment[J]. Tunneling and Underground Space Technology, 2000, 15(1): 97-100.
[6] VERRUIJT A. Complex variable solution for a deforming circular tunnel in an elastic half plane[J]. Geotechnique, 1997, 21(4): 77-89.
[7] 韩凯航, 张成平, 王梦恕. 浅埋隧道围岩应力及位移的显式解析解[J]. 岩土工程学报, 2014, 36(12): 2253-2259.
HAN Kaihang, ZHANG Chengping, WANG Mengshu. Explicit analytical solutions for stress and displacement of surrounding rock in shallow tunnels[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2253-2259.
[8] 魏纲, 张世民, 齐静静, 等. 盾构隧道施工引起的地面变形计算方法研究[J]. 岩石力学与工程学报, 2006, 25(S1): 3317-3323.
WEI Gang, ZHANG Shimin, QI Jingjing, et al. Study on calculation method of ground deformation induced by shield tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S1): 3317-3323.
[9] 唐晓武, 朱季, 刘维. 盾构施工过程中的土体变形研究[J]. 岩石力学与工程学报, 2010, 29(2): 206-211.
TANG Xiaowu, ZHU Ji, LIU Wei. Research on soil deformation during shield construction process[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(2): 206-211.
[10]SAGASETA C. Analysis of undrained soil deformation due to ground loss[J]. Geotechnique, 1987, 37(3): 301-320.
[11]林存刚, 夏唐代, 梁荣柱, 等. 盾构掘进地面沉降虚拟镜像算法[J]. 岩土工程学报, 2014, 36(8): 1438-1446.
LIN Cungang, XIA Tangdai, LIANG Rongzhu, et al. Estimation of shield tunneling-induced ground surface settlements by virtual image technique[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1438-1446.
[12]PARK K H. Elastic solution for tunneling induced ground movement in clays[J]. International Journal of Geomechanics, 2004, 4(4): 310-318.
[13]PARK K H. Analytical solution for tunneling induced ground movement in clays[J]. Tunneling and Underground Space Technology, 2005, 20(3): 249-261.
[14]YANG J S, LIU B C, WANG M C. Modeling of tunneling induced ground surface movements using stochastic medium theory[J]. Tunneling and Underground Space Technology, 2004, 19(2): 113-123.
[15]YANG X L, WANG J M. Ground movement prediction for tunnels using simplified procedure[J]. Tunneling and Underground Space Technology, 2011, 26(3): 462-471.
[16]杨潇, 李明宇. 盾构隧道叠置下穿地下道路的施工变形规律研究[J]. 河北工程大学学报(自然科学版), 2018,35(3):49-53.
YANG Xiao, LI Mingyu. Research on the construction deformation induced by shield tunneling with an underground road overlapped on it[J].Journal of Hebei University of Engineering(Natural Science Edition), 2018, 35(3): 49-53.
[17]VORSTER T E B., MAIR R J, SOGA K, et al. Centrifuge modelling of the effect of tunneling on buried pipelines: mechanisms observed[C]//Proceedings of the 5th Geotechnical Aspects of Undergound Construction in Soft Ground. Boca Raton: CRC Press, 2013: 327-333.