廖少明,余炎,白廷辉,等. 盾构隧道叠交施工引起的土层位移场分布规律[J]. 岩土工程学报,2006,28(4):485-490. LIAO Shao-ming,YU Yan,BAI Ting-hun,et al. Distribution of Ground Displacement Field Owing to Two Overlapped Shield Tunneling Interaction [J]. Chinese Journal of Geotechnical Engineering,2006,28(4):485-490.
[2]
李小青,朱传成. 盾构隧道施工地表沉降数值分析研究[J]. 公路交通科技,2007,24(6):86-91. LI Xiao-qing,ZHU Chuan-cheng. Numerical Analysis on the Ground Settlement Induced by Shield Tunnel Construction[J]. Journal of Highway and Transportation Research and Development,2007,24(6):86-91.
[3]
魏纲. 盾构隧道深层土体沉降槽宽度系数计算方法研究[J]. 公路交通科技,2010,27(4):110-115. WEI Gang. Study on Calculation Method of Width Coefficient of Subsurface Settlement Trough in Shield Tunnel[J]. Journal of Highway and Transportation Research and Development,2010,27(4):110-115.
[4]
PECK R B. Deep Excavations and Tunneling in Soft Ground[C]//Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico City:[s.n.],1969:225-290.
[5]
韩煊,李宁. 隧道施工引起地层位移预测模型的对比分析[J]. 岩石力学与工程学报,2007,26(3):594-600. HAN Xuan,LI Ning. Comparative Analysis of Strata Prediction Model for Ground Movement Induced by Tunnel Construction [J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(3):594-600.
[6]
SAGASETA C. Analysis of Undrained Soil Deformation Due to Ground Loss [J]. Geotechnique,1987,37(3):301-320.
[7]
VERRUIJT A,BOOKER J R. Surface Settlements due to Deformation of a Tunnel in an Elastic Half Plane [J]. Geotechnique,1996,46(4):753-756.
[8]
LOGANATHAN N,POULOS H G. Analytical Prediction for Tunneling-induced Ground Movement in Clays [J]. Journal of Geotechnical and Geoenvironmental Engineering,1998,124(9):846-856.
[9]
魏纲. 盾构施工中土体损失引起的地面沉降预测[J]. 岩土力学,2007,28(11):2375-2379. WEI Gang. Prediction of Surface Settlement Induced by Ground Loss during Shield Tunneling Construction [J]. Rock and Soil Mechanics,2007,28(11):2375-2379.
[10]
LEE K M,ROWE R K. An Analysis of Three-dimensional Ground Movements:The Thunder Bay Tunnel [J]. Canadian Geotechnical Journal,1991,28(1):25-41.
[11]
姜忻良,崔奕,李园,等. 天津地铁盾构施工地层变形实测及动态模拟[J]. 岩土力学,2005,26(10):91-95. JIANG Xin-liang,CUI Yi,LI Yuan,et al. Measurement and Simulation of Ground Settlements of Tianjin Subway Shield Tunnel Construction [J]. Rock and Soil Mechanics,2005,26(10):91-95.
[12]
刘维,唐晓武,甘鹏路,等. 富水地层中重叠隧道施工引起土体变形研究[J]. 岩土工程学报,2013,35(6):1055-1061. LIU Wei,TANG Xiao-wu,GAN Peng-lu,et al. Soil Deformation Induced by Overlapping Tunneling in Water-bearing Strata [J]. Chinese Journal of Geotechnical Engineering,2013,35(6):1055-1061.
[13]
张家生,刘宝琛. 随机介质理论基本参数的反分析确定[J]. 湘潭矿业学院学报,2004,19(1):5-8. ZHANG Jia-sheng,LIU Bao-chen. Determination of Basic Parameters in Stochastic Method by Back Analysis [J]. Journal of Xiangtan Mining Institute,2004,19(1):5-8.
[14]
刘宝琛,张家生,廖国华. 随机介质理论在矿业中的应用[M]. 长沙:湖南科学技术出版社,2004. LIU Bao-chen,ZHANG Jia-sheng,LIAO Guo-hua. Application of Stochastic Medium Theory in Mineral Engineering [M]. Changsha:Hunan Science and Technology Press,2004.
[15]
石北啸,朱才辉. 地表沉降预测的地层主要影响角算法探讨[J]. 水利水电技术,2011,42(3):13-15,34. SHI Bei-xiao,ZHU Cai-hui. Discussing on Arithmetic of Main Influence Angle of Stratum for Prediction of Ground Settlement [J]. Water Resources and Hydropower Engineering,2011,42(3):13-15,34.
[16]
ROWE R K,LO K Y,KACK G J. A Method of Estimating Surface Settlement Above Tunnels Constructed in Soft Ground [J]. Canadian Geotechnical Journal,1983,20(8):11-22.