Comparative analysis of deflections and strains of two road pavements with high traffic load
DOI:
10.7409/rabdim.015.003
Publication Date:
2024-07-10T08:20:25Z
AUTHORS (3)
ABSTRACT
The paper concerns the comparison of deflections and key strains when dimensioning two variants flexible road pavement loaded with heavy traffic, differing only in thickness asphalt base course. article shows impact on values compared quantities slow loading braking movement traffic seasonal temperature layers. Moreover, it presents application viscoelastic models (Bürgers Huet-Sayegh) elastic model these It has been proven that relative change analysed modifying course does not depend or significantly factors, although absolute strongly load speed layers (and relatively much applied computational model).
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