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基于某供水工程大管径顶管施工引起地面沉降问题的思考 被引量:2

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摘要 本次通过结合吉林引松供水工程中四平干线与高速公路交叉,利用peck提出的沉降计算理论,对于供水工程中大管径顶管引起的地面沉降计算,通过计算成果,为施工中精确控制提供依据,避免因地面沉降过大影响高速公路正常安全的运营。 Based on the settlement calculation theory put forward by Peck, this paper combines Siping trunk line and expressway crossing in Jilin Yinsong Water Supply Project to calculate the ground settlement caused by pipe jacking with large diameter in water supply project. Through the calculation results, it provides basis for precise control in construction, in order to avoid the impact of excessive ground settlement upon the normal and safe operation of expressway.
出处 《科技创新与应用》 2020年第29期72-73,共2页 Technology Innovation and Application
关键词 大管径 供水 顶管 地面沉降 large diameter water supply pipe jacking land subsidence
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  • 1姜忻良,赵志民,李园.隧道开挖引起土层沉降槽曲线形态的分析与计算[J].岩土力学,2004,25(10):1542-1544. 被引量:146
  • 2郭军,陶连金,边金.盾构法施工地铁区间隧道的地表沉降[J].北京工业大学学报,2005,31(6):589-592. 被引量:25
  • 3郭玉海.盾构隧道穿越铁路沉降控制研究.市政技术,2004,22:247-251.
  • 4PECK R B. Deep excavations and tunneling in soft ground[C]//Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico, 1969:225 - 290.
  • 5ATTEWELL P B, WOODMAN J E Predicting the dynamics of ground settlement and its derivatives caused by tunneling in soil[J]. Ground Engineering, 1982, 15(8): 13 - 20, 36.
  • 6LOGANATHAN 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.
  • 7王振信.盾构施工对环境的影响[c]//海峡两岸轨道交通建设与环境工程高级技术论坛.北京:人民交通出版社,2008.
  • 8O'REILLY M P, NEW B M. Settlements above tunnels in the United Kingdom-their magnitude and prediction[C]// Proc Tunnelling 82, Institution of Mining and Metallurgy. London, 1982:173 - 181.
  • 9LEE K M, ROWE R K, LO K Y. Subsidence owing to tunneling. I: Estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 29(6): 929 - 940.
  • 10CHI S Y, CHERN J C, LIN C C. Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model[J]. Tunnelling and Underground Space Technology, 2001, 16(3): 159 - 165.

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