Kinerja Struktur Perkerasan Aspal Porus Modifikasi dengan Pemodelan Program KENPAVE Performance of Modified Porous Asphalt Pavement Structures Using the KENPAVE Program Modeling
Main Article Content
Abstract
Flexible pavement planning methods can be classified into five categories, namely empirical methods, methods for limiting shear failure, methods for limiting deflection, regression methods based on pavement performance or road tests and empirical mechanistic methods. Pavement design procedures can be modeled as several layers or viscoelastic structures in an elastic band. By estimating that the pavement structure is like this, it is possible to calculate the stresses, strains, or deflections caused by traffic loads and environmental factors. This research will evaluate the construction structure of a porous asphalt mixture using cariphalte modified asphalt and the addition of gilsonite on a road section with a high traffic volume with an LHR above 50,000 pavement vehicles so that the thickness of the pavement structure layer will be obtained and then evaluated using the KENPAVE program. The results of this study show that the structural performance of porous asphalt mixtures with the addition of gilsonite in the pavement structure increases not significantly with increasing permit repetition loads at fatigue crack damage criteria of 0.5% and 0.45% for segment 4 and segment 5 respectively. Segment 3 showed a significant increase in the permit repetition load of 26.3% compared to the normal mixture. The structural performance of porous asphalt mixtures with the addition of gilsonite in the pavement structure increases insignificantly with the increase in the repetition permit load on the criteria for used grooves from vehicle wheels by 0.42% and 0.74% respectively for segment 4 and segment 5. However, in segment 3, there was a significant increase in the permit repetition load of 30.5% compared to the normal mixture.
Downloads
Article Details
[2] N. Bala and M. Napiah, “Fatigue life and rutting performance modelling of nanosilica/polymer composite modified asphalt mixtures using Weibull distribution,” International Journal of Pavement Engineering, vol. 21, no. 4, pp. 497–506, Mar. 2020, doi: 10.1080/10298436.2018.1492132.
[3] A. M. Al-Sabaeei, M. B. Napiah, M. H. Sutanto, W. S. Alaloul, and A. Usman, “A systematic review of bio-asphalt for flexible pavement applications: Coherent taxonomy, motivations, challenges and future directions,” J Clean Prod, vol. 249, pp. 1–35, Mar. 2019, doi: 10.1016/j.jclepro.2019.119357.
[4] R. Zhang, Z. You, H. Wang, X. Chen, C. Si, and C. Peng, “Using bio-based rejuvenator derived from waste wood to recycle old asphalt,” Constr Build Mater, vol. 189, pp. 568–575, Nov. 2018, doi: 10.1016/j.conbuildmat.2018.08.201.
[5] O. N. Çelik and S. O. Eyada, “Assessment of flexible pavement fatigue life of Turkish typical sections using mechanistic empirical pavement design approach for coastal region,” Ain Shams Engineering Journal, vol. 10, no. 1, pp. 33–43, Mar. 2019, doi: 10.1016/j.asej.2018.02.008.
[6] M. J. Chen and Y. D. Wong, “Porous asphalt mixture with 100% recycled concrete aggregate,” Road Materials and Pavement Design, vol. 14, no. 4, pp. 921–932, Sep. 2013, doi: 10.1080/14680629.2013.837839.
[7] M. C. Cavalli, M. Zaumanis, E. Mazza, M. N. Partl, and L. D. Poulikakos, “Effect of ageing on the mechanical and chemical properties of binder from RAP treated with bio-based rejuvenators,” Compos B Eng, vol. 141, pp. 174–181, May 2018, doi: 10.1016/j.compositesb.2017.12.060.
[8] T. Saevarsdottir and S. Erlingsson, “Deformation Modelling of Instrumented Flexible Pavement Structure,” Procedia Eng, vol. 143, pp. 937–944, 2016, doi: 10.1016/j.proeng.2016.06.076.
[9] K. B. Batista et al., “High-temperature, low-temperature and weathering aging performance of lignin modified asphalt binders,” Ind Crops Prod, vol. 111, pp. 107–116, Jan. 2018, doi: 10.1016/j.indcrop.2017.10.010.
[10] AASHTO 1993, “Guide for Design of Pavement Structures,” 1993
[11] N. Su, F. Xiao, J. Wang, L. Cong, and S. Amirkhanian, “Productions and applications of bio-asphalts – A review,” Constr Build Mater, vol. 183, pp. 578–591, Sep. 2018, doi: 10.1016/j.conbuildmat.2018.06.118.
[12] Pd T-05-2005-B, Pedoman Perencanaan Tebal Lapis Tambah Perkerasan Lentur dengan Metoda Lendutan. Indonesia: Departemen Pekerjaan Umum, 2005.
[13] MDP, “Manual Desain Perkerasan Jalan,” 02/M/BM/2017, Jun. 22, 2017
[14] J. Camacho-Tauta, O. Reyes-Ortiz, A. V. Da Fonseca, S. Rios, N. Cruz, and C. Rodrigues, “Full-scale Evaluation in a Fatigue Track of a Base Course Treated with Geopolymers,” Procedia Eng, vol. 143, pp. 18–25, 2016, doi: 10.1016/j.proeng.2016.06.071.
[15] F. Pahlavan, M. Mousavi, A. M. Hung, and E. H. Fini, “Characterization of oxidized asphaltenes and the restorative effect of a bio-modifier,” Fuel, vol. 212, pp. 593–604, Jan. 2018, doi: 10.1016/j.fuel.2017.10.090.
[16] S. Kishchynskyi, V. Nagaychuk, and A. Bezuglyi, “Improving Quality and Durability of Bitumen and Asphalt Concrete by Modification Using Recycled Polyethylene Based Polymer Composition,” Procedia Eng, vol. 143, pp. 119–127, 2016, doi: 10.1016/j.proeng.2016.06.016.
[17] Asphalt Institute, Mix Design Method For Asphalt Concrete and Other Hot-Mix Types MS-2, Sixth Edition. Lexington, Kentucky: Asphalt Institute Engineering, 1997.
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-NonCommercial 4.0 International License that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).