中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2005, Vol. 24 ›› Issue (2): 79-82.

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Dimension efect to the deformation characteristic of aggregate

MEI Ying-jun1,2, LLANG Naixing2, LI Zhi—yong3   

  1. (1.School of Material Science and Enganeering,Tongji University,Shanghai 2OOO92,China;2.School of Civil Enganeering & Architecture,Chongqing Jiaotong University,Chongqing 40(K174,China;3.Department of Road and Tmmportafion,Tongii University,Shanghai 2OOO92,Claim
  • Received:2004-05-19 Revised:2004-06-14 Online:2005-04-15 Published:2015-05-18

尺寸效应对砂砾石变形特性的分析

梅迎军1,2,梁乃兴2,李志勇3   

  1. 1.同济大学材料科学与工程学院,上海200092;2.重庆交通学院土木建筑学院,重庆400074; 3.同济大学道路与交通工程系,上海20o092
  • 作者简介:梅迎军(19r76一),男,湖北黄冈人,博士生,主要从事道路工程材料研究

Abstract: The defomaafion characteristic of aggre.gate is important,it is the key factortoealm s the be ng eapty and the thickness 0f aggregate basec.There are many fat,influence the deformation of aggregate,such as material characteristic,content of water,0f compaction,test method .In this article,diferent dimensiontriaxial test and bE capacity test are present,throughthe result getthe deformation ehamcteristlc 0f aggregate mixture in diferent dimension.This article im proves the test method and the test result is mole appaoch to real condition.

Key words: dimension efect, coeficient of discotmt, aggregate, deformation characteristic, restriction force

摘要: 砂砾石的变形特性对其在工程应用中有重要意义,它是分析砂砾石地基承载力、砂砾石路基基层厚度的关 键.影响砂砾石的变形的因素有很多,如砂砾石的材料特性、含水量、密实度、实验方法等.本文将主要通过对砂砾 石混合料在不同尺寸下的三轴压缩实验及承载力实验来研究砂砾石混合料的变形特性,分析尺寸效应对砂砾石变 形的影响.在测试手段上作进一步改进,以使测试的砂砾石变形特性更接近实际.

关键词: 尺寸效应, 折减系数, 砂砾石, 变形特性, 约束力

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