[1] KASHIMA Y, KONDO N, INOUE M. Development and application of the DPLEX shield method:results of experiments using shield and segment models and application of the method in tunnel construction[J]. Tunnelling and Underground Space Technology, 1996, 11(1):45-50.
[2] KONDA T. Shield tunneling method[J]. Civil Engineering, Japan Society of Civil Engineers, 2001, 39:23-27.
[3] 盛佳韧,叶冠林,桥本正,等. 双圆盾构盾尾注浆对地层沉降的影响分析[J]. 地下空间与工程学报,2014,01:201-205. SHENG Jia-ren, YE Guan-lin, Tadashi H, et al. Influence of backfill grouting on ground settlement in DOT shield[J]. Chinese Journal of Underground Space & Engineering, 2014, 10(1):201-205.
[4] 周文波,顾春华. 双圆盾构施工技术[J]. 现代隧道技术,2004,04:22-32+44. ZHOU Wen-bo, GU Chun-hua. Construction technique of DOT shield[J]. Modern Tunnelling Technology, 2004, 04:22-32+44.
[5] 张冬梅,黄宏伟, 林平,等. 地铁盾构推进引起周围土体附加应力分析[J]. 地下空间, 1999, 19(5):379-382. ZHANG DONG-mei, HUANG Hong-wei, LIN Ping, et al. Additional stress analysis of subway shieldtunneling[J].Underground Space, 1999, 19(5):379-382.
[6] 孙统立,张庆贺,韦良文,等. 双圆盾构掘进施工扰动土体附加应力分析[J]. 岩土力学. 2008, 29(8):2246-2251. SUN Tong-li, ZHANG Qing-he, WEI Liang-wen, et al. Analysis of additional stresses of soil disturbance induced by propulsion of double-O-tube shield[J]. Rock & Soil Mechanics, 2008, 29(8):2246-2251.
[7] 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(增1):3317-3323. WEI G, ZHANG S, QI J, et al. Study on calculation method of ground deformation induced by shield tunnel construction[J]. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2006, 25(supp.1):3317-3323.
[8] 林存刚,刘干斌,梁荣柱,等. 隧道坡度对盾构掘进引起地面隆陷的影响[J]. 岩土工程学报. 2014(7):1203-1212. LIN Cun-gang, LIU Gan-bing, LIANG Rong-zhu, et al. Influences of tunnel slope on shield tunnelling-induced heave and subsidence of ground surface[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7):1203-1212.
[9] 傅德明,张冠军. 我国矩形掘进机隧道施工技术发展与应用[J]. 上海建设科技. 2008, 02:4-5. FU De-ming, ZHANG Guan-jun. Technical development and application of rectangular shieldtunnelling in china[J]. Shanghai Construction Science & Technology, 2008, 02:4-5.
[10] 郭昊. 矩形顶管机下穿郑州市中州大道工程简介[J]. 中国市政工程. 2013, 05:53-55. GUO Hao. Brief Introduction of Zhengzhou Zhongzhon Ave.underpass project using rectangular pipe jacking machine[J]. China Municipal Engineering, 2013, 05:53-55.
[11] 周顺华,廖全燕,刘建国,等.矩形顶管隧道顶进过程的地层损失[J]. 岩石力学与工程学报, 2001, 20(3):342-345. ZHOU Shun-hua, LIAO Quan-yan, LIU Jian-guo, et al. Stratum loss during pipe jacking of rectangle tunnel[J]. Chinese Journal of Rock Mechanics & Engineering, 2001, 20(3):342-345.
[12] 邓长茂, 彭基敏, 沈国红. 软土地区矩形顶管施工地表变形控制措施探讨[J]. 地下空间与工程学报, 2016, 12(4):1002-1007. DENG Chang-mao,PENG Jim-in,SHEN Guo-hong. Discussion on control methods of ground surface settlement caused by rectangular pipe jacking construction in soft soils[J]. Chinese Journal of Underground Space & Engineering, 2016, 12(4):1002-1007.
[13] 王洪新. 土压平衡盾构刀盘挤土效应及刀盘开口率对盾构正面接触压力影响[J]. 土木工程学报. 2009(07):113-118. WANG Hong-xin. Effect of cutterhead compressing the front soil and influence of head aperture ratio on contact pressure of EPB shield to the front soil[J]. Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2009, 42(7):113-118.
[14] 杨敏,赵锡宏. 分层土中的单桩分析法[J]. 同济大学学报:自然科学版, 1992,04:421-428. YANG Min, ZHAO Xi-hong. An approach for a single pile in layered soil[J]. Journal of Tongji University:Natural Science, 1992, 04:421-428.
[15] 梁荣柱,夏唐代,林存刚,等. 盾构推进引起地表变形及深层土体水平位移分析[J]. 岩石力学与工程学报. 2015, 34(3):583-593. LIANG Rong-zhu, XIA Tan-dai, LIN Cun-gang, et al. Analysis of ground surface displacement and horizontal movement of deep soils induced by shield advancing[J]. Yanshilixue Yu Gongcheng Xuebao/chinese Journal of Rock Mechanics & Engineering,2015, 34(3):583-593.
[16] 张乾青,李连祥,李术才,等. 成层土中单桩受力性状简化算法[J]. 岩石力学与工程学报. 2012, 31(z1):3390-3394. ZHANG Qian-qing, LI Lian-xiang, LI Shu-cai, et al. Simplified analytical method for response prediction of single pile embeded into layered soils[J]. Yanshilixue Yu Gongcheng Xuebao/chinese Journal of Rock Mechanics & Engineering, 2012, 31:3390-3394.
[17] POTYONDY J G. Skin friction between various soils and construction materials[J]. Geotechnique,1961, 11(4):339-353.
[18] 吕虎, 张庆贺. 地铁双圆盾构施工引起的地面沉降模型[J]. 建井技术,2006, 27(1):32-34. LV Hu, ZHANG Qing-he. Analysis model of surface settlement induced by subway double-O-tube shield[J]. Mine Construction Technology, 2006, 27(1):32-34.
[19] MINDLIN R D. Force at a point in the interior of a semi-infinite solid[J]. Physics,1936, 7(5):195-201.
[20] 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.
[21] 魏纲. 盾构隧道施工引起的土体损失率取值及分布研究[J]. 岩土工程学报, 2011, 28(9):0-0. GANGW E I. Selection and distribution of ground loss ratio induced by shield tunnel construction[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(9):1354-1361. |