@ARTICLE{Zieliński_P._Indirect_2019,
 author={Zieliński, P.},
 volume={Vol. 65},
 number={No 3},
 journal={Archives of Civil Engineering},
 pages={31-43},
 howpublished={online},
 year={2019},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={The paper presents the dependence of ITS results at the elevated temperature (40°C) on rutting parameters, i.e. proportional rut depth (PRDAIR) and wheel tracking speed (WTSAIR), obtained at the temperature of 60°C. The asphalt mixture samples were prepared in the gyratory compactor, but ITS tests were conducted with typical Marshall press, at a loading rate of 50 mm/min. Correlation analyses show a strong relationships between ITS results and rutting parameters, whereby the correlation coefficients obtained are higher for the PRDAIR parameter (r = -0.88) than WTSAIR (r = -0.81). Using the obtained regression functions, the prediction limits as well as confidence limits were calculated, which allowed to develop criteria for assessing resistance to rutting on the basis of ITS test, and taking into account the technical requirements in Poland.},
 type={Article},
 title={Indirect tensile test as a simple method for rut resistance evaluation of asphalt concrete},
 URL={http://ochroma.man.poznan.pl/Content/115676/PDF-MASTER/03_ace-2019-0032.pdf},
 keywords={asphalt concrete (AC), indirect tensile strength (ITS), proportional rut depth (PRD), wheel tracking speed (WTS), permanent deformation of the asphalt pavement},
}