E3S Web Conf.
Volume 33, 2018High-Rise Construction 2017 (HRC 2017)
|Number of page(s)||9|
|Section||2 Engineering Systems and Building Materials|
|Published online||06 March 2018|
Calibration of the rutting model in HDM 4 on the highway network in Macedonia
Ss. Cyril and Methodius University in Skopje, Faculty of Civil Engineering, blvd. Partizanski Odredi 24, 1000 Skopje, Republic of Macedonia
2 Federal State Budgetary Institution of Science Institute of Regional Economic Problems of the Russian Academy of Sciences, 190003, Serpuhovskaya st.,38, St. Petersburg, Russia
3 Prostor DOO-Kumanovo, Mosa Pijade 2, 1300 Kumanovo, Republic of Macedonia
4 Ss. Cyril and Methodius University in Skopje, Faculty of Civil Engineering, blvd. Partizanski Odredi 24, 1000 Skopje, Republic of Macedonia
* Corresponding author: email@example.com
The World Bank HDM 4 model is adopted in many countries worldwide. It is consisted of the developed models for almost all types of deformation on the pavement structures, but it can’t be used as it is developed everywhere in the world without proper adjustments to local conditions such as traffic load, climate, construction specificities, maintenance level etc. This paper presents the results of the researches carried out in Macedonia for determining calibration coefficient of the rutting model in HDM 4.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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