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黏性路基土永久变形影响因素显著性研究
引用本文:王海林,钱劲松.黏性路基土永久变形影响因素显著性研究[J].上海公路,2012(1):66-69.
作者姓名:王海林  钱劲松
作者单位:同济大学道路与交通工程教育部重点试验室,上海,201804
摘    要:以路基永久变形影响因素显著性为研究目的,选用上海地区崇明岛粉质黏土作为研究对象,通过正交法设计试验方案,完成了9种工况的室内重复动载三轴试验,并用极差法分析试验结果,得到了四种影响因素(偏应力、围压、含水率、压实度)对路基永久变形的主次影响关系,以此提出了相应的路基永久变形控制途径和措施。

关 键 词:路基工程  永久变形  影响因素  正交设计  极差分析

Significant InfluenceFactors on Permanent Deformation of Clay Subgrade Soils
WANG Hailin,QIAN Jinsong.Significant InfluenceFactors on Permanent Deformation of Clay Subgrade Soils[J].Shanghai Highways,2012(1):66-69.
Authors:WANG Hailin  QIAN Jinsong
Institution:WANG Hailin,QIAN Jinsong
Abstract:For researching significance influence factor on permanent deformation of subgrade,Chongming Island silty clay in Shanghai area was chosen as the research object.With orthogonal experimental design,the indoor repeated dynamic load triaxial test in 9 working conditions has been completed,and the experimental results analysed with the method of range analysis.The influence sequence of four factors(Deviatoric Stress,Confining Pressure,Moisture Content,Compactness) were summarized,hereby puts forward the corresponding control ways and measures of the permanent deformation of subgrade.
Keywords:subgrade engineering  permanent deformation  Influence factors  orthogonal experimental design  range analysis
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