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[隧道] 国外未处治粒料与路基土回弹模量试验研究——基本原理与试验方法

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发表于 2007-6-26 10:11:28 | 只看该作者 回帖奖励 |倒序浏览 |阅读模式
张世洲  凌建明  罗志刚 

摘 要:介绍了国外未处治粒料与路基土回弹特性室内试验研究中涉及的一些基本原理以及若干室内外试验方法,并就试验方法的优缺点进行了简要评述.
关键词:路基土;粒料;回弹模量;重复加载试验;三轴仪
分类号:U416.03  文献标识码:A
文章编号:0451-0712(2006)11-0010-06

Overseas Test Study on Resilient Modulus of Unbound Granular Material and Subgrade Soil——Basic Fundamental and Test Method

ZHANG Shi-zhou  LING Jian-ming  LUO Zhi-gang 



基金项目:交通部西部交通建设科技项目(2004 318 000 04)
作者单位:张世洲(同济大学道路与交通工程教育部重点实验室,上海市,200092) 
     凌建明(同济大学道路与交通工程教育部重点实验室,上海市,200092) 
     罗志刚(同济大学道路与交通工程教育部重点实验室,上海市,200092) 

参考文献:

[1]Seed H B,Chan C K,Lee C E.Resilience characteristics of subgrade soils and their relations to fatigue failures in asphalt pavements[M].Proceedings International Conference on Structural Design of Asphalt Pavement,University of Michigan,1962.
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[3]Uzan J.Characterization of Granular Materials[Z].TRB,1985,No.1 022,Symposium on Mechanics of Granular Materials.
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[6]NCHRP Project 1-38.Laboratory Determination of Resilient Modulus for Flexible Pavement Design-Final Report[Z].National Cooperative Highway Research Program,Transportation Research Board,National Research Council,June,1997.
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[8]Mcdonald L M,Raymond G P.Repetitive Load Testing:Reversal or Rotation[J].Canadian Geotechnical Journal,1984,21.
[9]Arthur J R F,Bekenstein S,Germaine J T,Ladd C C.Stress Path Tests with Controlled Rotation of Principal Stress Directions[J].Laboratory Shear Strength of Soil,ASTM STP740,1981,21.
[10]Thom N H,Dawson A R.The Permanent Deformation of a Granular Material Modelled Using Hollow Cylinder Testing[M].Transportation Research Board,Paper presented at the 68th Annual Meeting,Washington,D.C.,1989.
[11]李广信.高等土力学[M].北京:清华大学出版社,2004.
[12]Jamiolkowski M,Ladd C C,Germaine J T,Lancellotta R.New Developments in Field and Laboratory Testing of Soils[J].Proceedings,11th International Conference on soil Mechanics and Foundation Engineering,San Francisco,1985,1.
[13]查旭东.基于同伦方法的路面模量反算的研究[D].西安:长安大学,2001.
[14]Ravindra Gudishala.Development of Resilient Modulus Predictive Models for Base and Subgrade Pavement Layers from in situ Devices Test Results[Z].M.S.Thesis,Louisiana State University and Agricultural and Mechanical College,Department of Civil and Environmental Engineering,December,2004.
[15]Murad Y Abu-Farsakh,Munir D Nazzal,Khalid Alshibli.Application of DCP in Pavement Construction Control[Z].84th Annual Meeting of Transportation Research Board (CD-ROM),2005.
[16]Auckpath Sawangsuriya,Tuncer B Edil,Peter J Bosscher.Comparison of Moduli Obtained from the Soil Stiffness Gauge with Moduli from Other Tests[Z].81st Annual Meeting of Transportation Research Board (CD-ROM),2002.

国外未处治粒料与路基土回弹模量试验研究——基本原理与试验方法.pdf

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