Dynamics of Vehicle Loads on the Asphalt Pavement of European Roads Which Cross Lithuania

Henrikas Sivilevicius, Sariinas Sukevicius

Abstract


The largest damage to the road pavements is caused by the heavy goods vehicles (HGV's). Due to large axle loads, which often assume a dynamic effect, the HGV's account for almost the total destructive impact on the road pavement, though they make about 15 % of the total traffic flows on the main roads of Lithuania. A continuous increase in the transit HGV's on the Lithuanian roads causes the permanent deformations of road pavements. Due to the insufficient pavement strength the ruts, waves, displacements and potholes are initiated. Based on the analysis of traffic volume it could be stated that the amount of vehicles on our roads has been annually growing. The largest loads are caused by HGV's, the average annual increase of which is 17 %. Based on the traffic volume measurement data of the Transport and Road Research Institute (TRRI) the annual average daily traffic (AADT) and the impact of the HGV's on the road pavements was identified on separate sections of the roads E85 and E67. The impact was determined by calculating the equivalent standard axle (ESA).

Keywords:
asphalt pavement; traffic volume; heavy goods vehicle (HGV); axle loads; equivalent of standard axles (ESA); dynamic loads

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References


STR 2.06.03:2001 Regulation. Motor Roads (STR 2.06.03:2001 Automobilitt keliai). Ministry of Environment of the Republic of Lithuania, Ministry of Transport and Communications of the Republic of Lithuania. Vilnius, 2001. 51 p. (in Lithuanian).

Sivilevicius, H.; Petkevicius, K. Regularities of defect development in the asphalt concrete road pavement. Journal of Civil Engineering and Management, 2002, Vol VIII, No 3, p. 206-213.

Bakhrakh, G.s. Estimation of strengthening of flexible road pavements according to fatigue cracking criterion. The Science and Engineering in a Road Sphere, 1998, No 2(9), p. 21-25 (in Russian).

Leonovich, J.; Cygas, D. Road climatology: determination of calculated values of meteorological characteristics. The Baltic Journal of Road and Bridges Engineering, 2006, Vol 1, No 4, p. 167-175.

Watson, D. E.; Zhang, J.; Powell, R. B. Analysis of temperature data for the national center for asphalt technology test track. Transportation Research Record, 2004, No 1891, p. 68-75.

Sivilevicius, H. Influence of transit traffic upon lifetime of asphalt concrete pavement. Transport (Transportas), 1997, Vol 15, No 2, p 38-44 (in Lithuanian).

miskinis, d. Financing sources for the financing of road maintenance and development programme. Roads of Lithuania (Lietuvos keliai), 2005, No 1, p. 19-27 (in Lithuanian).

Ziari, H.; Khabiri, M. M. Interface condition influence on prediction of flexible pavement live. Journal of Civil Engineering and Management, 2007, Vol XIII, No 1, p. 71-76.

Sriramula, S.; Menon, D.; Meher Prasada, A. Axle load variations and vehicle growht projection models for safety assesment of transportation structures. Transport, 2007, Vol XXII, No 1, p. 31-37.

Al-Suleiman, T. J.; Obaidat, M. T.; Abdul-Jabbar, G. T.; Khedaywi, T. S. Field inspection and laboratory testing of highway pavement rutting. Canadian Journal of Civil Engineering, 2000, Vol 27, No 6, p. 1109-1119.

Laurinavicius, A.; Cygas, D. Climatic conditions of road pavement and their impact on road traffic. Transport, 2003, Vol 13, No 3, p. 23-31.

Cygas, D. Will plastic deformations of asphalt Concrete pavement be avoided. Roads of Lithuania (Lietuvos keliai), 2004, No 2, p. 52-56 (in Lithuanian).

Ziari, H.; Ameri, M.; Khabiri, M. M. Resilient behaviour of hot mixed and crack sealedasphalt concrete under repeated loading. Technological and Economic Development of Economy, 2007, Vol XIII, No 1, p. 56-60.

Haryanto, J.; Takahashi, O. Use of second shear modulus for rutting potential assessment of Indonesian wearing course mixtures. The Baltic Journal of Road and Bridge Engineering, 2007, Vol II, No 3, p. 95-100.

Laurinavicius, A.; Oginskas, R. Experimental research on the development of rutting in asphalt concrete pavements reinforced with geosyntetic materials. Journal of Civil Engineering and Management, 2006, Vol XIII, No 4, p. 311- 317.

Gschwendt, J. Structure of the pavement: renewal, rein- forcement and reconstruction (Vozovky: Obnova, zesilovani a rekonstrukce), Bratislava, Jaga, 2004. 166 p. (in Czech).

Su, C. W., Cheng, M. Y.; Li, F. B. Simulation – enhanced approach for ranking major transport projects. Journal of Civil Engineering and Management, 2006, Vol XII, No 4, p. 285- 291.

Peldschus, F. Multiple-criteria analysis in the constructions of motorways. Technological and Economic Development of Economy, 2005, Vol XI, No 1, p. 32-35 (in German).

Leonovich, I.; Kashevskaja, E. Selection of criteria for process monitoring at the operative level of road quality management. Technological and Economic Development of Economy, 2007, Vol XIII, No 2, p. 144-152 (in Russian).

Jakimavicius, M.; Macerinskiene, A. A GIS - based modeling of vehicles rational routes. Journal of Civil Engineering and Management, 2006, Vol XII, No 4, p. 303-309.

Uspalyte-Vitkoniene, R. Modeling of Vilnius public transport route network. Technological and Economic Development of Economy, 2006, Vol XII, No 4, p. 334-340.

Sliupas, T.; Domatas, A. Forecasting of traffic intensity on truck and national roads of Lithuania. Roads of Lithuania (Lietuvos keliai), 2005, No 1, p. 58-61 (in Lithuanian).

Green, F. M; Cebon, D; Cole, D. J. Effects of vehicle suspension design on dynamics of highway bridges. Journal of Structural Engineering, 1995, Vol 121, No 2, p. 272-282.

Liu, C.; Wang, Z. Effect of narrowing traffic lanes on pavement damage. International Journal of Pavement Engineering, 2003, Vol 4, No 3, p. 177-180.

Siljanov, V. V.; Domke, E. R. Transport and exploitation properties of automobile roads and city streets. Moscow: Academia, 2007. 347 p. (in Russian).

Miskinis, D.; Lingaitis, V. Maintenance cost of road pavement and motor vehicles on the route Vilnius-Kaunas- Klaipeda. Transport, 2006, Vol 19, No 2, p. 131-134.


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