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Domains of Permanent Deformation Coefficient Alpha and
Mu for Local Iraqi Hot Climate Variation
Ahmad Mahir Mohammed Al-Ani
University of Baghdad
Ex. Bitumen Engineer
07902291942
I. Abstract:Permanent Deformation Coefficients, such as alpha () and mu () show
influence of mixtures properties on flexible pavement probable rut development.Assessment of these coefficients requires a data bank of mixture parameters
(aggregate type, gradation, binder type, contents and mixtures volumetric),
temperature and loading conditions. A comprehensive laboratory study was carried
out on 22 mixtures ranging from fine to coarse with two method of adding lime to
aggregate which are used in typical hot weather areas of Iraq. The specimens were
bj d li l di PRLS i d d i i
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7/31/2019 Domains alpaha and Mu ,
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bj t d t li l di PRLS i d t t d i t i t t
0.4
0.43
0.46
0.49
0.52
0.55
0.58
0.610.64
0.67
0.7
0.73
0.76
0.79
0.82
0 50 100
Alpha
Temperature
Control W1H-d W1H-w
0.4
0.43
0.46
0.49
0.52
0.55
0.58
0.61
0.64
0.67
0.7
0.73
0.76
0 20 40 60 80
Alpha
Temperature
Control W1.5H-d W1.5H-w
0.4
0.43
0.46
0.49
0.52
0.55
0.58
0.61
0.64
0.67
0.7
0.73
0.76
0 20 40 60 80
Alpha
Temperature
Control W2H-d W2H-w
0.4
0.43
0.46
0.49
0.520.55
0.58
0.61
0.64
0.67
0.7
0.73
0.76
0 20 40 60 80
Alpha
Temperature
Control W2.5H-d W2.5H-w
0.4
0.43
0.46
0.49
0.52
0.55
0.58
0.61
0.64
0.67
0.7
0.73
0.76
0 50 100
Alpha
Temperature
Control W3H-d W3H-w