CALCULATION OF PAVEMENT PERMANENT DEFORMATION USING PERZYNA’S ELASTO-VISCOPLASTIC MODEL
2016 ◽
Vol 54
(1)
◽
pp. 150
Keyword(s):
In this work, a method for calculation of pavement permanent deformation due to traffic loading is presented. The mechanics behavior of asphalt concrete layer is considered as Perzyna’s elasto-viscoplastic material. The pavement permanent deformation is incrementally calculated using nonlinear finite element method. Model parameters are determined using Hamburg Wheel Tracking Test result.
2014 ◽
Vol 1049-1050
◽
pp. 422-425
Keyword(s):
2016 ◽
Vol 43
(5)
◽
pp. 472-479
◽
2021 ◽
Vol 267
◽
pp. 121031
2019 ◽
Vol 7
(2)
◽
pp. 60-68
Keyword(s):