References
- Aavik, A.; Paabo, P.; Kaal, T. 2006. Assessment of pavement structural strength by the falling weight deflectometer, The Baltic Journal of Road and Bridge Engineering 1(4): 193–199.
- Bertulienė, L. 2012. Assessment, research and use of methods for determining the strength of base courses of road pave- ment structure, The Baltic Journal of Road and Bridge Engineering 7(3): 228–236. http://dx.doi.org/10.3846/bjrbe.2012.31
- Bertulienė, L.; Laurinavičius, A.; Vaitkus, A. 2010. Research and evaluation of methods for determining deformation modulus of a base course of road pavement, The Baltic Journal of Road and Bridge Engineering 5(2): 110–115. http://dx.doi.org/10.3846/bjrbe.2010.16
- Butkevičius, S.; Petkevičius, K.; Kamaitis, I. 2007. Evaluation of flexible road pavement construction state using ob- jective strength criteria, The Baltic Journal of Road and Bridge Engineering 2(2): 61–66.
- Chang, C. S; Cerato, A. B.; Lutenegger, A. J. 2010. Modelling the scale effect of granular media for strength and bearing capacity, International Journal of Pavement Engineering 11(5): 343–353. http://dx.doi.org/10.1080/10298436.2010.488736
- Ferreira, A.; Picado-Santos, L.; Wu, Z.; Flintsch, G. 2011. Se- lection of pavement performance models for use in the Portuguese PMS, International Journal of Pavement En- gineering 12(1): 87–97. http://dx.doi.org/10.1080/10298436.2010.506538
- Gopalakrishnan, K. 2010. Neural network–swarm intelligence hybrid nonlinear optimization algorithm for pavement moduli back-calculation, Journal of Transportation En- gineering 136(6): 528–536. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000128
- Huang, L. S; Kang, Y. V. 2010. Nondestructive evaluation of thickness and bearing capacity of roadway pavement structure, International Journal of Pavement Research and Technology 3(6): 326–335.
- Kim, M.; Lee, J. H. 2011. Study on nonlinear pavement re- sponses of low volume roadways subject to multiple wheel loads, Journal of Civil Engineering and Manage- ment 17(1): 45–54. http://dx.doi.org/10.3846/13923730.2011.554012
- Kim, Y. R. 2002. Use of falling weight deflectometer multi-load data for pavement strength estimation, final report (Report No. FHWA/NC/2002-006), To North Carolina Department of Transportation (Research Project No. HWY-00-4), June 2002.
- Le, A. T.; Lee, H. J.; Park, H. M.; Kim, T. W. 2011. Development of Korean pavement design guide for asphalt pave- ments based on the mechanistic-empirical design principle, The Baltic Journal of Road and Bridge Engineering 6(3): 169–176. http://dx.doi.org/10.3846/bjrbe.2011.22
- Park, H. M.; Chung, M. K.; Lee, Y. A.; Kim, B. I. 2011. A study on the correlation between soil properties and subgrade stiffness using the long-term pavement performance data, International Journal of Pavement Engineering 14(2): 146–153. http://dx.doi.org/10.1080/10298436.2011.633167
- Rafiei, K.; Kavussi, A.; Yasrobi, S. 2012. Construction quality control of unbound layers based on stiffness modulus crite- ria, Journal of Civil Engineering and Management 18(1): 5–13. http://dx.doi.org/10.3846/13923730.2011.619328
- Rahim, A. M.; George, K. P. 2005. Models to estimate subgrade resilient modulus for pavement design, The International Journal of Pavement Engineering 6(2): 89–96. http://dx.doi.org/10.1080/10298430500131973
- Rydzewski, P.; Sztukiewicz, R. 2005. Application of a laser sur- face analyser for assessment of road pavement evenness, in 3rd International Conference “Modern Technologies in Highway Engineering”, 8–9 September 2005, Poznań, Poland, 222–231.
- Šiaudinis, G. 2006. Relationship of road pavement deforma- tion moduli, determined by different methods, The Baltic Journal of Road and Bridge Engineering 1(2): 77–81.
- Talvik, O.; Aavik, A. 2009. Use of FWD deflection basin pa- rameters (SCI, BDI, BCI) for pavement condition assess- ment, The Baltic Journal of Road and Bridge Engineering 4(4): 196–202. http://dx.doi.org/10.3846/1822-427X.2009.4.196-202
- Vaitkus, A.; Laurinavicius, A.; Oginskas, R.; Motiejūnas, A.; Paliukaité, M.; Barvidienė, O. 2012. The road of ex- perimental pavement structures: experience of five years operation, The Baltic Journal of Road and Bridge Engi- neering 7(3): 220–227. http://dx.doi.org/10.3846/bjrbe.2012.30
- Vennapusa, P. K. R.; White, D. J.; Siekmeier, J.; Embacher, R. A. 2012. In situ mechanistic characterisations of granular pavement foundation layers, International Journal of Pavement Engineering 13(1): 52–67. http://dx.doi.org/10.1080/10298436.2011.564281
- Westover, T. M.; Labuz, J. F.; Guzina, B. B. 2007. Resilient modulus development of aggregate base and subbase con- taining recycled bituminous and concrete for 2002 design guide and Mn/Pave pavement design. Department of Civil Engineering, University of Minnesota, Final report MN/RC-2007-25 [online], [cited June 2007]. Available from Internet: http://www.lrrb.org/PDF/200725.pdf
- Xu, B.; Ranjithan, S. R.; Kim, Y. R. 2002. Case studies: using APLCAP for asphalt pavement layer condition assess- ment, Submitted for Presentation at the 2003 TRB Annual Meeting and Publication in the Transportation Research Record: Journal of the Transportation Research Board, November 2002.
- Yi, J. H.; Kim, Y. S.; Mun, S. H.; Kim, J. M. 2010. Evaluation of structural integrity of asphalt pavement system from fwd test data considering modeling errors, The Bal- tic Journal of Road and Bridge Engineering 5(1): 10–18. http://dx.doi.org/10.3846/bjrbe.2010.02
- Zaman, M.; Solanki, P.; Ebrahimi, A.; White, L. 2010. Neu- ral network modeling of resilient modulus using routine subgrade soil properties, International Journal of Geome- chanics 10(1): 1–12. http://dx.doi.org/10.1061/(ASCE)1532-3641(2010)10:1(1)
- Zavadskas, E. K.; Kaklauskas, A.; Banaitis, A. 2010. Real estate's knowledge and device-based decision support system, International Journal of Strategic Property Man- agement 14(3): 271–282. http://dx.doi.org/10.3846/ijspm.2010.20
- Zavadskas, E. K.; Liias, R.; Turskis, Z. 2008. Multi-attribute decision-making methods for assessment of quality in bridges and road construction: state-of-the-art surveys, The Baltic Journal of Road and Bridge Engineering 3(3): 152–160. http://dx.doi.org/10.3846/1822-427X.2008.3.152-160