Tunnelling and Underground Space Technology, 1996,11(10):45–50.
[4] 唐益群 宋永辉,周念清,等.土压平衡盾构在砂性土中施工问题的试验研究[J].岩石力学与工程学报,2005,24(1):52–56.(TAND Yi-qun, SONG Yong-hui, ZHOU Nian-qing, et al.experimental research on troubles of EPB shield construction in sandy soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2005,24(1):52–56.)
[5] 乐贵平.浅谈北京地区地铁隧道施工用盾构机选型[J].现代隧道技术,2003,40(3):14–30.(YUE Gui-ping. Selection ofshield machine for Beijing metro construction[J]. Modern Tunnelling Technology, 2003,40(3):14-30.)
[6] 丁志诚,张志勇,白 云.广州地铁隧道施工中的盾构选型及盾构改进应用[J].岩石力学与工程学报,2002,21(12):1820–1823. (DING Zhi-cheng, ZHANG Zhi-yong, BAI Yun. Application of shield selection and shield improvement in Guangzhou metro shield tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering, 2002,21(12):1820–1823.)
[7] 程展林,吴忠明,徐言勇.砂基中泥浆盾构法隧道施工开挖面稳定性试验研究[J].长江科学院院报,2001,18(5):53–64.(CHEN Zhan-lin, WU Zhong-ming, XU Yan-yong. Experimental study on stability of tunnel excavation surface in sand foundation by slurry shield method[J]. Journal of Yangtze River Scientific Research Institute, 2001,18(5): 53–64.)
[8] 傅德明,李向红,等.大型盾构掘进模拟试验平台:中国,CN200410089260.7 [P].2004. (FU De-ming, LI Xiang-hong et al. Large-scale test platform for model shield driving. China: CN200410089260.7 [P]. 2004.)
[9] 上海隧道工程股份有限公司.国家“863 计划”项目-盾构地层适应性设计理论、方法和模拟试验平台鉴定资料[R].上海:上海隧道工程股份有限公司,2004.(Shanghai Tunnel Engineering Company. The finding documentation of State’s Programme of 863 Plan: Shield’s design theory, method adaptable to the ground and simulation testing platform[R]. Shanghai: Shanghai Tunnel Engineering Company, 2004.) 上一页 [1] [2] [3] [4]
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