Mechanistic-empirical asphalt pavement design considering the effect of seasonal temperature variations
Bogna Haponiuk , Artur Zbiciak
AbstractThe paper analyses the influence of seasonal temperature variations on fatigue strength of flexible and semi-rigid pavement structures chosen for KR4 traffic flow category. The durability of pavement determined assuming a yearly equivalent temperature of 10oC and assuming season-dependent equivalent temperatures was compared. Durability of pavement was determined with the use of Asphalt Institute Method and French Method. Finite Element Method was applied in order to obtain the strain and stress states by the means of ANSYS Mechanical software. Obtained results indicate a considerable drop in pavement durability if seasonal temperature variations are considered (up to 64% for flexible pavements and up to 80% for semi-rigid pavements). Durability obtained by the French Method presents lower dependence on the analysed aspect.
|Journal series||Archives of Civil Engineering, [Archiwum Inżynierii Lądowej], ISSN 1230-2945|
|Publication size in sheets||0.75|
|Keywords in Polish||MES, nawierzchnie asfaltowe, projektowanie mechanistyczno-empiryczne, trwałość zmęczeniowa, zmienność temperatury|
|Keywords in English||asphalt pavement, durability, fatigue, FEM, mechanistic-empirical design, temperature variations|
|Score|| = 15.0, 26-06-2020, ArticleFromJournal|
= 15.0, 26-06-2020, ArticleFromJournal
|Publication indicators||= 1; = 1; = 1.0; : 2016 = 0.604|
|Citation count*||1 (2020-08-23)|
* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.