能源与机械工程 |
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盾构掘进机液压系统参数匹配特性 |
刘国斌, 龚国芳, 周如林, 施虎 |
浙江大学 流体传动及控制国家重点实验室,浙江 杭州 310027 |
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Parameters accouplement of hydraulic system of earth pressure balance shield machine |
LIU Guo-bin, GONG Guo-fang, ZHOU Ru-lin, SHI Hu |
State Key Laboratory of Fluid Power Transmission and Control, Zhejiang University, Hangzhou 310027, China |
引用本文:
刘国斌, 龚国芳, 周如林, 施虎. 盾构掘进机液压系统参数匹配特性[J]. J4, 2011, 45(10): 1809-1814.
LIU Guo-bin, GONG Guo-fang, ZHOU Ru-lin, SHI Hu. Parameters accouplement of hydraulic system of earth pressure balance shield machine. J4, 2011, 45(10): 1809-1814.
链接本文:
https://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2011.10.019
或
https://www.zjujournals.com/eng/CN/Y2011/V45/I10/1809
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[1] 刘仁鹏.土压平衡盾构技术综述[J].现代隧道技术,2000(1): 1-7. LIU Renpeng. Review of earth pressure balance shield [J]. Modern Tunnelling Technology, 2000(1): 1-7. [2] NAITOH K.The development of earth pressure balanced shields in Japan [J]. Tunnels and Tunnelling,1985,17(5): 15-18. [3] 胡国良,龚国芳,杨华勇.基于压力流量复合控制的盾构推进液压系统[J].机械工程学报,2006,42(6): 124-127. HU Guoliang,GONG Guofang,YANG Huayong. Thrust hydraulic system of shield tunnel boring machine with pressure and flow compound control [J]. Journal of Mechanical Engineering,2006,42(6): 124-127. [4] 形彤.盾构刀盘液压驱动与控制系统研究[D].杭州:浙江大学,2008. XING Tong. Research on hydraulic drive and control system of the cutter head in shield tunneling machine [D]. Hangzhou: Zhejiang University, 2008. [5] 张厚美,吴秀国,曾伟华.土压平衡式盾构掘进实验及掘进数学模型研究[J].岩石力学与工程学报,2005, 24(2): 5762-5766. ZHANG Houmei,WU Xiuguo,ZENG Weihua. Study on tunneling experiment and mathematical model of EPB shield [J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(2):5762-5766. [6] 李镜培,梁发云,赵春风.土力学[M].北京:高等教育出版社,2008: 101-104. [7] LI Y, EMERIAULT F, KASTNER R, et al. Stability analysis of large slurry shielddriven tunnel in soft clay [J]. Tunneling and Underground Space Technology,2009, 24(4): 472-481. [8] 刘东亮. EPB盾构掘进的土压控制[J].铁道工程学报,2005,86(2): 47-50. LIU Dongliang. Soil pressure control for EPB shield excavation [J]. Chinese Journal of Railway Engineering, 2005, 86(2): 47-50. [9] 李向红,傅德明.土压平衡模型盾构掘进实验研究[J].岩土工程学报,2006,28(9): 1101-1105. LI Xianghong, FU Deming. Experimental study on excavation behavior using model EPB shield with a diameter of 1.8m [J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1101-1105. [10] QUEBAUD S, SIBAI M. Use of chemical foam for improvements in drilling by earthpressure balanced shields in granular soils [J]. Tunnelling and Underground Space Technology, 1998, 13(2): 173-180. |
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