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公路拓宽工程主要病害及机理分析 被引量:4

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摘要 当高速公路不能满足日益增长的运营需求,拓宽改建已成为满足这一需求的有效方法。通过对现有公路拓宽工程中所出现病害的调查与分析,得出了病害产生的机理及路基循环破坏模式,并提出了预防病害的措施。
作者 肖华溪 李亮
出处 《路基工程》 2009年第3期204-206,共3页 Subgrade Engineering
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  • 1Bob.Andrews.RN 2000 EYRE Highway,(South Australia) Pavement Rehabilitation & Widening[Z].http://www.csstech.com/eyebg.htm 2002-02-06.
  • 2long-term performance and durability of EPS as lightweight fill[R]. Nordic Road &Transport Research,2000.
  • 3Beinbrech G, Hillmann R. EPS in road construction-current situation in Germany [J]. Geotextiles and Geomembranes, 1997, (15): 39-57.
  • 4Thompsett D J, Walker A. Design and construction of expanded polystyrene embankments Practical design methods and used in the United Kingdom [J]. Construction and Building Materials, 1995, 9(6): 403-411.
  • 5Koiter W T. General theorems for elastic-plastic solids [A]. In: Sneddon I N, Hill R (Ed). Progress in Solid Mechanics [C]. North-Holland, Amsterdam, 1960. 165-221.
  • 6Van Langen H, Vermeer P A. Automatic step size correction for non-associated plasticity problems [J]. Int J Num Meth Engng, 29: 579-598.
  • 7Hird C C, et al. Finite element modelling of vertical drains beneath embankment on Soft ground [J]. Geotechnique, 1992, 42(3): 499-511.
  • 8Hird C C, et al. Modelling the effect of vertical drains in two-dimensional finite element analyses of embankments on soft ground [J]. Canadian Geotechnical Journal, 1995,32(5): 795-807.
  • 9浙江省交通设计院,浙江大学岩土工程研究所,铁四院软土地基研究所.杭甬高速公路试验段路堤软土地基处理试验研究(内部资料)[R].1998.
  • 10Mesri G, Lo D O K. Settlement of embankments on soft clays [A]. In: Albert T, Yeung, Guy Y Felio (Ed), Vertical and Horizontal Deformations of Foundations and Embankments Geotechnical Special Publication No.40 [C]. New York, ASCE, 1994. 8-56.

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  • 1赖俊辉,王秋霞.玻纤土工格栅在水泥混凝土路面改造中的应用[J].中外公路,2004,24(4):134-136. 被引量:10
  • 2黄琴龙,凌建明,唐伯明,蒙华.新老路基不协调变形模拟试验研究[J].公路交通科技,2004,21(12):18-21. 被引量:25
  • 3A1--Qadi I L, Elseifi M A, Leonard D. Development of an Overlay Design Model for Reflective Cracking with and Without Steel Reinforcing Nettings [J]. Journal of the Association of Asphalt Paving Technologists, 2003, 72:388--423.
  • 4Elseifi M A, A1-Qadi I L. Effectiveness of Steel Rein- forcing Nettings in Combating Fatigue Cracking in New Pavement Systems [J]. Journal of Transportation Engi- neering, 2005, 131(1):37--45.
  • 5奥夫契尼·马克菲尔集团.路面加筋工程[z].2009.
  • 6Veys J. Steel Reinforcement for the Prevention of Crack- ing and Rutting in Asphalt Overlays [A]. Proceedings of the 3rd International RILEM Conference- Reflective Cracking in Pavements [C]. London: E&FN Spon, 1996 : 402--411.
  • 7Vanelstraete A, Francken L. Laboratory Testing and Numerical Modelling of Overlay Systems on Cement Con- crete Slabs [A]. Proceedings of the 3rd International RILEM Conference--Reflective Cracking in Pavements [C]. London: E&FN Spon, 1996: 211--220.
  • 8Tesoriere G, Ticali D. II Comportamento Delle Pavimentazioni Stradali All' azione Tangenziale Dei Carichi [J]. Rivista Le Strade, 2003, (7--8) : 108--114.
  • 9Tesoriere G, Ticali D. Verifica Sperimentale Sul Comportamento delle Pavimentazioni Stradali di tipo Flessibile Rinforzate con rete Metallica all'Azione Tan- genziale dei Carichi [J]. Rivista Le Strade, 2004, (11):160--165.
  • 10Brown S F, Thom N H, Sanders P J. A Study of Grid Reinforced Asphalt to Combat Reflection Cracking [J]. Journal of the Association of Asphalt Paving Technolo- gists, 2000, 70: 543--570.

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