The influence of geometric parameters on strength properties of the aggregates used to produce asphalt mixtures

References

• Ahammed, M. A.; Tighe, S. L. 2008. Statistical modeling in pavement management – do the models make sense, Transportation Research Record 2084: 3–10. http://dx.doi.org/10.3141/2084-01
   Web of Science ®Google Scholar
• Alvarez, A.; Mahmoud, E.; Martin, A.; Masad, E.; Estakhri, C. 2010. Stone-on-stone contact of permeable friction course mixtures, Journal of Materials in Civil Engineering 22(11): 1129–1138. http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000117
   Web of Science ®Google Scholar
• Amšiejus, J.; Dirgelienė, N.; Norkus, A.; Zilionienė, D. 2009. Evaluation of soil strength parameters via triaxial testing by height versus diameter ratio of sample, The Baltic Journal of Road and Bridge Engineering 4(2): 54 60. http://dx.doi.org/10.3846/1822-427X.2009.4.54-60
   Web of Science ®Google Scholar
• Amšiejus, J.; Kačianauskas, R.; Norkus, A.; Tumonis, L. 2010. Investigation of the sand porosity via oedometric testing, The Baltic Journal of Road and Bridge Engineering 5(3): 139 147. http://dx.doi.org/10.3846/bjrbe.2010.20
   Web of Science ®Google Scholar
• Bennert, T.; Allen Cooley, L. Jr.; Ericson, C.; Zavery, Z. 2011. Coarse aggregate angularity and its relationship to permanent deformation of gravel-aggregate hot-mix asphalt in New York state, Transportation Research Record 2207(1): 25–33. http://dx.doi.org/10.3141/2207-04
   Web of Science ®Google Scholar
• Bulevičius, M.; Petkevičius, K.; Zilionienė, D.; Čirba, S. 2011. Testing of mechanical-physical properties of aggregates, used for producing asphalt mixtures, and statistical analysis of test results, The Baltic Journal of Road and Bridge Engineering 4(2): 115–123. http://dx.doi.org/10.3846/bjrbe.2011.16
   Web of Science ®Google Scholar
• Bulevičius, M.; Petkevičius, K.; Zilionienė, D.; Drozdova, K. 2010. Testing of physical-mechanical properties of coarse aggregate, used for producing asphalt mixtures, and analysis of test results, in Proc. of the 10^th International Conference “Modern Building Materials, Structures and Techniques”, 19-21 May, 2010, Vilnius, Lithuania. Vilnius: Technika, 1094–1098.
   Google Scholar
• Cheneviere, P.; Ramdas, V. 2006. Cost benefit analysis aspects related to long-life pavement, International Journal of Pavement Engineering 7(2): 145–152. http://dx.doi.org/10.1080/10298430600627037
   Google Scholar
• Cho, D.; Najafi, F. T.; Kopac, P. A. 2011. Determining optimum acceptance sample size: second look, Transportation Research Record 2228: 61–69. http://dx.doi.org/10.3141/2228-08
   Web of Science ®Google Scholar
• Čekanavičius, V.; Murauskas, G. 2004. Statistika ir jos taikymai. II knyga [Statistics and its Applications. Book II]. Vilnius: TEV. 272 p.
   Google Scholar
• Dėl automobilių kelių asfalto mišinių techninių reikalavimų aprašo TRA ASFALTAS 08 patvirtinimo [The road asphalt mixtures technical requirements]. Vilnius: Lietuvos automobilių kelių direkcija prie Susisiekimo ministerijos, 2009, Zin., 2009, Nr. 8-307.
   Google Scholar
• Kim, Y. R.; Allen, D. H.; Little, D. N. 2005. Damage-induced modeling of asphalt mixtures trough computational micromechanics and cohesive zone fracture, Journal of Materials in Civil Engineering 17(5): 477–484. http://dx.doi.org/10.1061/(ASCE)0899-1561(2005)17:5(477)
   Web of Science ®Google Scholar
• Krabbenhoft, K.; Huang, J.; Vicente da Silva, M.; Lyamin, A. V. 2012. Granular contact dynamics with particle elasticity, Granular Matter 14: 607–619. http://dx.doi.org/10.1007/s10035-012-0360-1
   Web of Science ®Google Scholar
• Lee, H. J.; Park, H. M.; Lee, J. H. 2007. Development of a simplified design procedure for determining layer thickness in long-life pavement, Transportation Research Record 2037: 76–85. http://dx.doi.org/10.3141/2037-07
   Web of Science ®Google Scholar
• Li, J. H.; Mahoney, J. P.; Muench, S. T.; Pierce, L. M. 2008. Bituminous surface treatment protocol for the Washington state department of transportation, Transportation Research Record 2084: 65–72. http://dx.doi.org/10.3141/2084-08
   Web of Science ®Google Scholar
• Lobo-Guerrero, S.; Vallejo, L. E. 2006. Discrete element method analysis of railtrack ballast degradation during cyclic loading, Granular Matter 8: 195–204. http://dx.doi.org/10.1007/s10035-006-0006-2
   Web of Science ®Google Scholar
• Loizos, A. 2006. Assessment and upgrading of in-service heavy duty pavements to long life, International Journal of Pavement Engineering 7(2): 133–144. http://dx.doi.org/10.1080/10298430600627045
   Google Scholar
• LST EN 1097-2:2010. Bandymai užpildu mechaninėms ir fizikinėms savybėms nustatyti. 2 dalis. Atsparumo trupinimui nustatymo metodai[ Tests for mechanical and physical properties of aggregates – Part 2: methods for the determination of resistance to fragmentation]. Vilnius: Lithuanian Standards Board, 2010. 34 p.
   Google Scholar
• LST EN 932-1:2001. Užpildu pagrindiniu savybiu nustatymo metodai. 1 dalis. Eminio ėmimo metodai [ Tests for general properties of aggregates – Part 1: methods for sampling]. Vilnius: Lithuanian Standards Board, 2001. 25 p.
   Google Scholar
• LST EN 932-2:2002. Užpildu pagrindiniu savybiu nustatymo metodai. 2 dalis. Laboratoriniu ėminiu dalijimo metodai [ Tests for general properties of aggregates – Part 2: methods for reducing laboratory samples]. Vilnius: Lithuanian Standards Board, 2002. 15 p.
   Google Scholar
• LST EN 933-3:2012. Užpildu geometriniu savybiu nustatymo metodai. 3 dalis. Dalelių formos nustatymas. Plokštumo rodiklis [ Tests for geometrical properties of aggregates – Part 3: determination of particle shape – flakiness index]. Vilnius: Lithuanian Standards Board, 2012. 11 p.
   Google Scholar
• LST EN 933-4:2008. Užpildų geometriniu savybiu nustatymo metodai. 4 dalis. Dalelių formos nustatymas. Formos rodiklis [ Tests for geometrical properties of aggregates – Part 4: determination of particle shape – shape index]. Vilnius: Lithuanian Standards Board, 2008. 11 p.
   Google Scholar
• Ma, T.; Huang, X.; Zhao, Y.; Yuan, H.; Ma, X. 2012. Degradation behavior and mechanism of HMA aggregate, Journal of Testing and Evaluation 40(5): 697–707. http://dx.doi.org/10.1520/JTE20120057
   Google Scholar
• Mahmoud, E.; Gates, L.; Masad, E.; Erdoğan, S.; Garboczi, E. 2010. Comprehensive evaluation of AIMS texture, angularity, and dimension measurements, Journal of Materials in Civil Engineering 22(4): 369–379. http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000033
   Web of Science ®Google Scholar
• Markauskas, D.; Kačianauskas, R.; Džiugys, A.; Navakas, R. 2010. Investigation of adequacy of multi-sphere approximation of elliptical particles for DEM simulations, Granular Matter 12: 107–123. http://dx.doi.org/10.1007/s10035-009-0158-y
   Web of Science ®Google Scholar
• Merilla, D.; Dommelenb, V. A.; Gasparc, L. 2006. A review of practical experience throughout Europe on deterioration in fully-flexible and semi-rigid long-life pavement, International Journal of Pavement Engineering 7(2): 101–109. http://dx.doi.org/10.1080/10298430600619117
   Google Scholar
• Mučinis, D.; Sivilevičius, H.; Oginskas, R. 2009. Factors determining the inhomogeneity of reclaimed asphalt pavement and estimation of its components content variation parameters, The Baltic Journal of Road and Bridge Engineering 4(2): 69–79. http://dx.doi.org/10.3846/1822-427X.2009.4.69-79
   Web of Science ®Google Scholar
• Petkevičius, E.; Laurinavičius, A.; Petkevičius, R.; Babickas, R. 2009. Effect of components content on properties of hot mix asphalt mixture and concrete, The Baltic Journal of Road and Bridge Engineering 4(4): 161–167. http://dx.doi.org/10.3846/1822-427X.2009.4.161-167
   Web of Science ®Google Scholar
• Sivilevičius, H. 2011. Modelling the interaction of transport system elements, Transport 26(1): 20–34. http://dx.doi.org/10.3846/16484142.2011.560366
   Web of Science ®Google Scholar
• Sivilevičius, H.; Vislavičius, K. 2008. Stochastic simulation of the influence of variation of mineral material grading and dose weight on homogeneity of hot mix asphalt, Construction and Building Materials 22(9): 2007–2014. http://dx.doi.org/10.1016/j.conbuildmat.2007.07.001
   Web of Science ®Google Scholar
• Tighe, S.; Huen, K.; Haas, R. 2007. Environmental and traffic deterioration with mechanistic – empirical pavement design model: Canadian example, Transportation Research Record 1989(2): 336–343.
   Google Scholar
• Timm, D. H.; Newcomb, D. E. 2006. Perpetual pavement design for flexible pavements in the US, International Journal of Pavement Engineering 7(2): 111–119. http://dx.doi.org/10.1080/10298430600619182
   Google Scholar
• TRA MIN 07 Automobilių kelių mineralinių medžiagų techninių reikalavimų aprašas [ Description of road minerals’ technical requirements]. Vilnius: Lietuvos automobilių kelių direkcija prie Susisiekimo ministerijos, 2007. 32 p.
   Google Scholar
• Vislavičius, K.; Sivilevičius, H. 2013. Effect of reclaimed asphalt pavement gradation variation on the homogeneity of recycled hot-mix asphalt, Archives of Civil and Mechanical Engineering 13(3): 345–253. http://dx.doi.org/10.1016/j.acme.2013.03.003
   Web of Science ®Google Scholar