桥梁与隧道工程论文参考文献

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桥梁与隧道工程论文参考文献

  参考义献 这是论文中很重要、也是存在问题较多的一部分。那么,桥梁与隧道工程论文参考文献有哪些呢?下面小编为大家收集一些优秀的范例,大家不妨多加参考!

桥梁与隧道工程论文参考文献

  桥梁与隧道工程论文参考文献一

  [1] Measor E.O.,New, D.R The design and construction of the Royal Festival Hall, South Bank[J] Journal Instn Civ. Engrs, 1951,36241-318.

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  [3]饶明贵,既有线旁钻孔灌注桩施工方法[J].铁道工程学报.2003,(1):145-149.

  [4]罗鹏,邻近既有线路桥梁挖孔桩基础施工安全性分析[J].施工技术与测技术.2008,28 249-252.

  [5]吴庆润,邻近既有铁路的.大直径超深钻孔桩施工关键技术[J].地基基础.2012,34 (3):176-179.

  [6]朱建才,许明来,朱剑锋,徐日庆,周群建,钻孔桩施工对既有桥桥墩安全性影响试验研究[J].工程勘察.2012,(3): 27-32.

  [7] Gunn M J,Yan,R W M. Stress transfer and deformation.mechanisms around a di^)hragm wallpanel [J]. Proc.ASCE,Journal of Geotechnical and Geoenvironmental &igineering, 1998,124(7):638-648.

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  [11]高晓燕,钻孔灌注桩施工对既有并行高铁线桥梁的影响.山西建筑.2015,(3):163-164.

  [12] Ming-Fang, Chang, P.E., Hong Zhu. Construction effect on toad transfer along bored piles [J].Journal of Geotechnical and Geoenvironmental Engineering, 2004,130(4):426-437.

  [13] Burland, LB. Shaft friction of piles in clay-a simple fundamental approach! J]. GroundEngineering. 1973, 6(3): 30-42.

  [14] Skempton, A.W. Cast in-situ bored piles in London Clay [J] . Geotechnique, 1959,9(4):153-173.

  桥梁与隧道工程论文参考文献二

  [15] Meyerhof,GG,Murdock, L.J. An investigation of the bearing capacity of some bored and drivenpiles in London Clay [J].Geotechnique, 1953,3(7)267-282.

  [16] Clayton, C. R. I,Milititsky, J. Installation effects and the performance of bored piles in stiffClay[J]. Ground Engineering, 1983,16(2): 17-22.

  [17] Clear.C.A. Ffcrrison.T.A, Concrete pressures on formwork. CIRIA association. Report 108,1985.

  [18] Lings,M.L., Ng, CW.W^Nash, DJ.T. The lateral pressure of wet concrete in diaphragm wallpanels cast und^ bentonite [C]. Proc.Instn Civ. Engrs Geotech. Engng, 1994,107:163-172.

  [19] Symons, I.F, Carder, D. R. Stress changes in stiff clay caused by the installation of embeddedretaining walls [M]. Retaining structures. Thomas Telford, London, UK, 1993,227-236.

  [20] DeBeer E E & WaOays M. Forces induced in piles by unsymmetrical surcharges on the soilaround the pfles[A]. Proc 5thECSM FE[C].Madrid :1972,325-332.

  [21] Leussink, K And Wenz, K.P., 1969,Storage Yard Foundatio on Soft Coheesive Soils.Proceedings, Seventh international Conference on Sofl Mechanics,\bL9,1972,149-155.

  [22] tfcyman L,Boersm a F. Bending moments in piles due to lateral earth pressure[A].Proc 5ThICSMFE[C], Paris:1961:425-429.

  [23] Wenz K P. Large scale tests for determination of lateral loads on piles in soft cohesive soils[A].Proc 8thICSMFE[C]. Moscow:19732-5.

  [24]梁发云,于峰.土体水平位移对邻近既有桩基承载性状影响分析.岩土力学,2010,32:449—454.

  [25]杨敏,朱碧堂,陈福全.堆载引起某厂房坍塌事故的初步分析[J].岩土工程学报,2002^24(4): 446-450.

  [26]张陈蓉,黄茂松,李早.被动群桩的分析方法与验证[C].中国土木工程学会第十届土力学及岩土工程学术会议论文集.重庆:重庆大学出版社,2007.

  [27] Matsui hong W P& I to T. Earth pressure on piles in a row due to lateral soil movements [ J]. Soiland Foundations. 1982,22( 2):71-81.

  [28] Poulos H G, Chen L T& Hull T S. Model tests on single piles subjected to lateral soilmovement[ J]. Soil and Foundations. 1995,35(4) :85-92.

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