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Determination of Reasonable Scheme of Watertight Curtain for Pebble Soil Cutting Slope |
DING Zhao-feng |
China Railway Eryuan Engineering Group Co. Ltd, Chengdu, Sichuan 610031, China |
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Abstract Research purposes: In railway construction, when the cutting subgrade passes through riverside with the excavation depth below the water flood level, the watertight curtain should be built reasonably to avoid the river water intrusion and ensure the safety of railway traffic. In this paper, on consideration of the technological, economic and safe factors, the discussion is made on the reasonable determination of the scheme of the watertight curtain for the pebble soil cutting slope in a railway station to reduce the influence of adverse factors on the newly-built railway. It can offer the reference to the similar works.
Research conclusions: Usually, when the cutting subgrade passes through riverside with the excavation depth below the water flood level, the scheme of the watertight curtain should be chosen on consideration of the technological, economic and safe factors to reduce the influence of adverse factors on the new railway as much as possible. This is one of the ways to deal with the problems in such project. In the choice of the scheme, the misunderstanding of blindly seeking the low cost should be given up, and the high performance to price should be sought.
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Received: 11 May 2012
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[1] JGJ 94—2008,建筑桩基技术规范[S]. JGJ 94—2008, Technical Code for Building Pile Foundations [S].
[2] 刘国彬.基坑工程手册[K].北京:中国建筑工业出版社,2009. Liu Guobin. Excavation Engineering Manual [K]. Beijing: China Architecture & Building Press, 2009.
[3] 周顺华.冲淤沉积层中新型咬合桩工法及应用[J].中国铁道科学,2006(4): 57-61. Zhou Shunhua. The Construction Method and Application of New-style Secant Piles in Alluvium [J]. China Railway Science, 2006(4): 57-61.
[4] 王志义.厚砂层的基坑支护和止水帷幕工程[J].岩土工程学报,2010(S1): 489-492. Wang Zhiyi. Retaining Piles and Grouting Curtain Walls for Foundation Pits in Thick Sand [J]. Chinese Journal of Geotechnical Engineering, 2010(S1): 489-492.
[5] 隋忠庆.钻孔咬合桩施工工艺的探讨[J] .铁道工程学报,2005(6): 70-76. Sui Zhongqing. Exploration on the Construction Technology of Drill Biting Pile [J]. Journal of Railway Engineering Society, 2005(6): 70-76.
[6] 孙乃聪.钻孔咬合桩施工工艺以及在西安地区应用前景[J]. 西安文理学院学报(自然科学版),2011(1): 67-69. Sun Naicong. The Construction Technique of Bored Secant Pile and Its Prospective Application in Xi'an [J]. Journal of Xi'an University of Arts & Science (Natural Science Edition),2011(1): 67-69.
[7] 王斐.基坑内多种支护和止水方法的综合应用技术[J]. 人民长江,2004(9): 12-14. Wang Fei. Comprehensive Application Technology of Multiple Support and Water Proof Methods in Foundation Pit [J] . Yangtze River, 2004(9): 12-14.
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