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近距离盾构隧道下穿铁路沉降分析 被引量:8

Settlement analysis of close range tunnel shield tunnel tenon through railway
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摘要 结合具体的工程概况,利用经验公式法和有限元模拟方法,对近距离盾构隧道施工下穿铁路路基段的沉降进行了分析,并提出相应的工程建议。 Combined with concrete engineering condition , utilizing experimental formula and finite element simulation, it analyzed settlement of close range tunnel shield tunnel tenon through railway roadbed, expounded relative engineering advice.
出处 《山西建筑》 2005年第14期80-81,共2页 Shanxi Architecture
关键词 盾构 地铁 有限元 沉降 tunnel shield, underground, finite element, settlement
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  • 1PECK R B. Deep excavations and tunnelling in soft ground [A]. In: Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engneering[ C] .Mexico City:sociedad Mexicana de Mecanica de Soelos,A C ,1969.225--290.
  • 2O' REILLY M P,NEW B M. Settlement above tunnels in the United Kingdom--thelr magnitude and prediction [A] .In:JONES M J,eds Proc Tunneling' 82 Symposium[C].london: Institution of Mining and Metallurgy, 1982.173--181.
  • 3ATTEWELL P B,WOODMAN J P. Predicting the dynamics of ground settlement and its derivatives caused by tunneling in soil [J].Ground Engneering, 1982,15(8) : 13--20,36.
  • 4《基坑工程手册》编辑委员会[编],刘建航,侯学渊.基坑工程手册[M]中国建筑工业出版社,1997.

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