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旧路拓宽条件下路基中的附加应力和变形分析 被引量:1

Analysis of Additional Stress and Deformation of Roadbed in Widened Old Road
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摘要 针对渎边公路旧路和新路衔接路基中附加应力的问题,选用连续介质模型进行有限元分析。研究表明,拓宽路堤附加应力产生的沉降主要发生在拓宽部分下面的地基中,而不论是老路堤的水平向附加应力还是拓宽路堤的水平向附加应力影响深度和应力值都较小,反映了水平附加应力作用范围较浅,而地基的变形主要是由于竖向应力产生。
出处 《市政技术》 2010年第1期134-136,139,共4页 Journal of Municipal Technology
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  • 1贾宁,陈仁朋,陈云敏,徐立新,杨少华.杭甬高速公路拓宽工程理论分析及监测[J].岩土工程学报,2004,26(6):755-760. 被引量:118
  • 2周志刚,郑健龙.旧路拓宽设计中的有限元分析[J].力学与实践,1995,17(5):18-20. 被引量:29
  • 3周虎鑫,陈荣生.高等级公路工后不均匀沉降指标研究[J].东南大学学报(自然科学版),1996,26(1):54-56. 被引量:30
  • 4H. G. B. Allersma, L. Ravenswaay, E. Vos. Investigation of road widening on soft soll using a small centrifuge [J] , Transportation research record 1462, 1994, 47 -53.
  • 5Vos, E., J. F. Couvrour, M. Vennaut. Comparison of numerical analysis with field data of a road widening project on peaty soil.Proc. International Workshop: Advances in understanding and modeling the mechanical behavior of peat [C] . Balkema, Rotterdam, 1994, 267-274
  • 6A. N. G. Van Meres, A,Van Den Berg, et. Embankment widening with the gap - method [ J ] . Geotechnical engineering for transportation infrastructure, Balkema, Rotterdam, 1999, 1133-1138.
  • 7Juha Forsman, Veli-Matti Uotinen. Synthetic reinforcement in the widening of a road embankment on soft ground [J] . Geotechnical engineering for transportation infrastructure, Balkema, Rotterdam, 1999,1489 - 1496R.
  • 8A. G. I. Hjortnaes - Pedersen, H. Broers. The behaviour of soft subsoil during construction of an embankment and its widening.Proc. Centrifuge 94 [C] . Balkema, Rotterdam, 1994, 567 -574.
  • 9B. J. Brinkgreve, P. A. Vermeer. Constitutive aspects of an embankment widening project. Proc. International Workshop: Advances in understanding and modeling the mechanical behavioqar of peat[C] .Balkema, Rotterdam, 1994, 143-158.
  • 10Richard J. Deschamps, Christopher S. Hynes, Philippe Bourdeau. Final Report: Embankment widening design guidelines and construction procedures [R].Purdue University, 1999.

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