Mechanistic Empirical Pavement Design Guide Input Parameters for Unbound Aggregates in Oklahoma
暂无分享,去创建一个
[1] Erol Tutumluer,et al. Resilient Modulus Behavior Estimated from Aggregate Source Properties , 2011 .
[2] E. Tutumluer,et al. Aggregate Morphology Affecting Strength and Permanent Deformation Behavior of Unbound Aggregate Materials , 2008 .
[3] Sam Helwany,et al. Determination of Typical Resilient Modulus Values for Selected Soils in Wisconsin , 2006 .
[4] Lev Khazanovich,et al. Mechanistic Modeling of Unbound Granular Materials , 2009 .
[5] Halil Ceylan,et al. Iowa’s Rubblized Pavements: Design Properties of Rubblized PCC Layers , 2009 .
[6] David Newton Richardson,et al. Resilient Moduli of Typical Missouri Soils and Unbound Granular Base Materials , 2009 .
[7] Jacob Uzan,et al. CHARACTERIZATION OF GRANULAR MATERIAL , 1985 .
[8] Dragos Andrei,et al. Harmonized Resilient Modulus Test Method for Unbound Pavement Materials , 2004 .
[9] H Von Quintus,et al. Analysis Relating to Pavement Material Characterizations and their Effects on Pavement Performance , 1998 .
[10] J G Laguros,et al. Resilient moduli of raw and stabilized aggregate bases and evaluation of layer coefficients for AASHTO flexible pavement design: volume 1 , 1998 .