The Comparison of Two Airport Rigid Pavement Load Stresses

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Abstract:

Hankel integral transform and H.M.Westergaard are two common methods for solving the differential equation of elastic surface of airport rigid pavement slab. The influence of the pavement slab elastic modulus, the pavement slab thickness and the foundation reaction modulus to the two solving methods is studied in this paper. The results can be seen in the conclusion.

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487-491

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January 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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