论文信息 - Implementation framework of the UIUC aggregate base rutting model - 字舞流文

Implementation framework of the UIUC aggregate base rutting model

This paper presents findings from a research study focused on calibrating and improving the robustness of a permanent deformation model for unbound aggregate base/subbase materials, recently develo...

Erol Tutumluer | Yong-Hoon Byun | Maziar Moaveni | Bin Feng | Issam I. A. Qamhia

[1] Musharraf Zaman,et al. Effect of gradation and source properties on stability and drainability of aggregate bases: a laboratory and field study , 2013 .

[2] Erol Tutumluer,et al. Morphological Characterization of Railroad Ballast Degradation Trends in the Field and Laboratory , 2016 .

[4] Andrew Dawson,et al. PAVEMENT DESIGN MODEL FOR UNBOUND GRANULAR MATERIALS , 2004 .

[5] Erol Tutumluer,et al. Framework for Development of an Improved Unbound Aggregate Base Rutting Model for Mechanistic–Empirical Pavement Design , 2014 .

[6] Fredrick Lekarp,et al. Modelling permanent deformation behaviour of unbound granular materials , 1998 .

[7] S F Brown,et al. REDUCED RUTTING IN UNBOUND GRANULAR PAVEMENT LAYERS THROUGH IMPROVED GRADING DESIGN. , 1996 .

[8] Ulf Isacsson,et al. STATE OF THE ART. II: PERMANENT STRAIN RESPONSE OF UNBOUND AGGREGATES , 2000 .

[9] Zhong Wu,et al. Application of Shakedown Theory in Characterizing Traditional and Recycled Pavement Base Materials , 2010 .

[10] T. M. Evans,et al. Gradation effects on the mechanical response of crushed stone aggregate , 2013 .

[11] Liang Chern Chow,et al. Dense-Graded Aggregate Base Gradation Influencing Rutting Model Predictions , 2017 .