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顶管法扰动影响分析 被引量:2

Analysis of disturbance effect of pipe jacking method
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摘要 通过分析顶管工程施工时对周围土体扰动的作用机理,运用MIDASGTS/NX对顶管施工过程中对地铁高架基础的位移、内力的影响进行数值模拟,针对该法在施工中对周围土体扰动及已有铁路轨道的影响进行了研究。评估了顶管施工对地铁高架基础的影响程度,验证了项目中顶管法施工方案的可行性。 By analyzing the mechanism of the disturbance to the surrounding soil during the construction of the pipe jacking, the MIDAS GTS/NX was used to simulate the pipe jacking construction to explore the influence of displacement and internal force of this method on the subway viaduct foundation and the surrounding soil. The influence of this method on disturbed soil and existing railway track during construction have been studied. The degree of influence of pipe jacking construction on the viaduct foundation of the subway was evaluated, and the feasibility of the pipe jacking construction scheme in the project was verified.
作者 盛小龙 Sheng Xiaolong(Jiangxi Survey and Design Institute, Nanchang 330200, China)
出处 《山西建筑》 2019年第16期77-79,共3页 Shanxi Architecture
关键词 顶管法 地下管线 数值模拟 土体扰动 pipe jacking underground pipelines numerical simulation disturbance of soil
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  • 1陈枫,胡志平.盾构偏航引起的地表位移预测[J].岩土力学,2004,25(9):1427-1431. 被引量:14
  • 2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:151
  • 3刘建航 侯学渊.软土市政工程施工技术手册--对构筑物影响预测和防治[R].上海:上海市政工程管理局,1990.. 被引量:1
  • 4余彬泉.顶管施工技术[M].北京:人民交通出版社,2000.. 被引量:11
  • 5Peck R B.Deep excavations and tunneling in soft ground[A].Proceeding of 7th International Conference on Soil Mechanics and Foundation Engineering[C].Mexico City:State of the Art Report,1969.225-290. 被引量:1
  • 6Attewell P B,Woodman J P.Predicting the dynamics of ground settlement and its derivatives caused by tunneling in soil[J].Ground Engineering,1982,15(8):13-20,36. 被引量:1
  • 7Sagaseta C.Analysis of undrained soil deformation due to ground loss[J].Geotechnique,1987,37(3):301-320. 被引量:1
  • 8Verruijt A,Booker J R.Surface settlements due to deformation of a tunnel in an elastic half plane[J].Geotechnique,1996,46(4):753-756. 被引量:1
  • 9Loganathan 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. 被引量:1
  • 10O'Reilly M P,New B M.Settlements above tunnels in the United Kingdom-their magnitude and prediction[A].Proceedings,Tunneling'82[C].London:Institution of Mining and Metallurgy.[s.l.]:[s.n.].1982.137-181. 被引量:1

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