SCIENTIFIC AND PRACTICAL RESEARCH EVENNESS HIGHWAYS
Abstract
The article deals with forecasting of formation of irreversible deformation of road pavements as based on the known theoretical models and based on the proposed approximated model of changes of flatness of the pavement in time. It is established that the forecast models do not take into account a number of factors that have a significant impact on the formation of irreversible deformation in the layers of road construction materials the paper also considers the practical problems of operation of public roads, such as normalization of the thickness of leveling layers during average repairs. To compensate for this gap, an algorithm is proposed for assigning the thickness of the leveling layers depending on the initial longitudinal evenness and the standard one, which is achieved due to the standard thickness indicators obtained empirically. The corresponding algorithm of actions for the conditions of the Republic of Kazakhstan is given.
References
1. Barksdale R. D. Laboratory Evaluation of Rutting in Base course materials / R. D. Barksdale // Proceedings of the 3 rd. International conference on asphalt pavements, London, September 11-15,1972 / University of Michigan. - London, 1972. - pp. 161-174.
2. Leng J. Characteristics and behavior of geogrid-reinforced aggregate under cyclic load: dissertation submitted Doctor of philosophy: 2002 / J. Leng; North Carolina State university. - North Carolina, USA, 2002. - 152 p.
3. Cheung L. W. Laboratory assessment of pavement foundation materials: dissertation submitted Doctor of philosophy: 1994 / L. W. Cheung; the University of Nottingham. - Nottingham, United Kingdom, 1994. - 224 р.
4. Petit C. Fatigue performance of interfaces and longitudinal top-down cracking in multilayered pavements / Petit C., Malick D., Millien А., Phelipot-Mardele А., Pouteau B // Road Materials and Pavement Design. - 2009. - № 10 (3). - P. 609-624.
5. Wolff H. Incorporating elastic-plasticity in granular layer pavement design institution of civil engineers transport / Wolff H., Visser A. // Proceedings of Institution of Civil Engineers Transport. - London, 1994. - pp. 259-272
6. Автомобильные дороги и улицы. Нормы и требования к эксплуатационному состоянию: СТ РК 1912-2009. - Введ. 25.11.2009: Астана: 2009. - 11 с.
7. Дороги автомобильные общего пользования. Требования к эксплуатационному состоянию: ГОСТ 33220-2015. - Введ. 06.02.2017: Астана: 2017. - 11 с.
8. Инструкция по оценке ровности дорожных покрытий: ПР РК 218-03-2016. - Введ. 26.02.2016: Астана: 2016. - 14 с.
9. Инструкция по оценке остаточного ресурса нежестких дорожных конструкций автомобильных дорог: ПР РК 218-161-2019: - Введ. 30.12.2019: Нур-Султан: 2019. - 24 с.
10. Нормативы изменений показателей транспортно-эксплуатационного состояния автомобильных дорог в период эксплуатации: ПР РК 218-49-2005: - Введ. 09.12.2005: Астана: 2005. - 16 с.
11. Буртыль Ю. В. Критерии эксплуатационной надежности автомобильных дорог с нежесткими дорожными одеждами / Ю. В. Буртыль // Автомобильные дороги и мосты - 2012. - № 2. - С. 21-31.
Review
For citations:
Burtyl Y. SCIENTIFIC AND PRACTICAL RESEARCH EVENNESS HIGHWAYS. Bulletin of Shakarim University. Technical Sciences. 2020;(4(92)):145-149. (In Russ.)