Monismith C L,Ogawa N,Freeme C R.Permanent deformation characteristics of subgrade soils due to repeated loading[J].TRR,1975(537):1-17.
[2]
Lentz R W.Permanent deformation of a cohesionless subgrade material under cyclic loading[D].East Lansing:Michigan State University,1979.
[3]
Puppala A J,Mohammad L N,Allen A.Permanent deformation characterization of subgrade soils from RLT test[J].Journal of Material in Civil Engineering,1999,11(4):274-282.
[4]
邱延峻,孙振堂.柔性路面路基土的永久变形[J].西南交通大学学报,2000,35(2):116-120. QIU Yan-jun,SUN Zhen-tang.Permanent deformation of subgrade soils in flexible pavements[J].Journal of Southwest Jiaotong University,2000,35(2):116-120.
[5]
Transportation Research Board of the National Academies.Guide for mechanistic-empirical design of new and rehabilitated structures,NCHRP 1-37A[R].Washington DC:Transportation Research Board of the National Academies,2004.
[6]
张洪亮,郭忠印,高启聚,等.重复荷载作用下砂土永久变形预估模型[J].交通运输工程学报,2008,8(3):58-62. ZHANG Hong-liang,GUO Zhong-yin,GAO Qi-ju,et al.Permanent deformation prediction model of snady soil under repeated load[J].Journal of Traffic and Transportation Engineering,2008,8(3):58-62.
[7]
高启聚,郭忠印,丛 林,等.重复荷载作用下粘性路基土的永久变形预估[J].同济大学学报:自然科学版,2008,36(11):69-73. GAO Qi-ju,GUO Zhong-yin,CONG Lin,et al.Evaluation of permanent deformation of clayed subgrade soils under cyclic loading[J].Journal of Tongji University:Natural Science,2008,36(11):69-73.
[8]
Muhanna A S,Rahman M S,Lambe P C.Resilient modulus and permanent strain of subgrade soils [J].TRR,1998(1619):85-93.
[9]
Werkmeister S,Dawson A R,Wellner F.Pavement design model for unbound granular materials[J].Journal of Transportation Engineering,2004,130(5):665-674.
[10]
张裕卿,黄晓明.重复荷载下沥青混合料永久变形的粘弹性力学模型[J].公路交通科技,2008,25(4):1-6. ZHANG Yu-qing,HUANG Xiao-ming.Viscoelastic mechanical model of permanent deformation of asphalt mixtures under repeated load[J].Journal of Highway and Transportation Research and Development,2008,25(4):1-6.
[11]
颜 斌,倪万魁,刘海松.公路黄土地基流变模型研究[J].中国公路学报,2009,22(4):19-23. YAN Bin,NI Wan-kui,LIU Hai-song.Research on rheological model of highway loess subgrade[J].China Journal of Highway and Transport,2009,22(4):19-23.
[12]
程海涛,刘保健,谢永利.重塑黄土变形特性[J].长安大学学报:自然科学版,2008,28(5):35-38. CHENG Hai-tao,LIU Bao-jian,XIE Yong-li.Deformation characteristics of remolded loess[J].Journal of Chang'an University:Natural Science Edition,2008,28(5):35-38.
