EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT
Yıl: 2023 Cilt: 31 Sayı: 3 Sayfa Aralığı: 893 - 904 Metin Dili: İngilizce DOI: 10.31796/ogummf.1235737 İndeks Tarihi: 02-01-2024
EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT
Öz: The majority of steel and reinforced concrete bridges are produced with asphalt pavement. The reason for this is to protect steel and concrete structures from the effects of water and degrading salt additives and to increase their durability. Asphalt bridge superstructures are mostly manufactured with four layers. These layers are the primer bonding layer, waterproofing layer, protection layer and surface asphalt wearing layers. The superstructure must protect the supporting substructure. It should protect the life of the structure and ensure the integrity of the structure against permanent deformation, aging, raveling, water damage and chemical effects. Diatomite additive is used as a performance enhancer in various aspects. It is generally preferred in the region of 5%-15% according to the bitumen mass. The granulometric size and chemical properties of the diatomite additive are other effective factors. In this study, the rutting resistance of conventional and diatomite-modified asphalt pavement for 5% and 10% ratios for selected diatomite additive gradation is investigated. The rutting resistance of the pavements is investigated by repeated creep tests for two different additive ratios on water-damaged and control mixtures. In unconditioned samples, 5% diatomite-modified mixtures; in conditioned samples, 10% diatomite-modified mixtures showed the greatest deformation resistance.
Anahtar Kelime: FARKLI DİATOMİT İÇERİĞİ İÇİN ASFALT KAPLAMA PERFORMANSININ DEĞERLENDİRİLMESİ
Öz: Çelik ve betonarme köprülerin çoğunluğu asfalt kaplama ile üretilmektedir. Bunun nedeni çelik ve beton yapıları su ve bozundurucu tuz katkılarının etkilerinden korumak ve dayanıklılıklarını arttırmaktır. Asfalt köprü üst yapıları çoğunlukla dört katlı olarak imal edilmektedir. Bu tabakalar astar yapıştırma tabakası, su yalıtım tabakası, koruma tabakası ve yüzey asfaltı giydirme tabakalarıdır. Üst yapı destekleyici alt yapıyı korumalıdır. Kalıcı deformasyona, yaşlanmaya, sökülmeye, su hasarlarına ve kimyasal etkilere karşı yapının ömrünü korumalı ve yapının bütünlüğünü sağlamalıdır. Diatomit katkı maddesi çeşitli yönlerden performans arttırıcı olarak kullanılmaktadır. Genellikle bitüm kütlesine göre %5-15 aralığında tercih edilir. Diatomit katkı maddesinin granülometrik boyutu ve kimyasal özellikleri diğer etkili faktörlerdir. Bu çalışmada, seçilen diatomit katkı gradasyonu için %5 ve %10 oranlarında konvansiyonel ve diatomit-modifiyeli asfalt kaplamanın tekerlek izi direnci incelenmiştir. Kaplamaların tekerlek izi direnci, su hasarlı ve kontrol karışımları üzerinde iki farklı katkı oranı için tekrarlı sünme testleri ile araştırılır. Koşullandırılmamış numunelerde %5 diatomit-modifiyeli karışımlar; koşullandırılmış numunelerde, %10 diatomit ile modifiye edilmiş karışımlar en yüksek deformasyon direncini göstermiştir.
Anahtar Kelime: Belge Türü: Makale Makale Türü: Araştırma Makalesi Erişim Türü: Erişime Açık
- Aksoy, A., & Iskender, E. (2008). Creep in conventional and modified asphalt mixtures, Proc. Inst. Civ. Eng. Transp, 161, 185–195.
- Bao, Y. N. (2005). Study of asphalt mixture modified by diatomite (Master’s Thesis). Chang’an University, Xi’an, China.
- Bao, Y. N., & Jiang, X. H. (2010). Study on laboratory test of road-performance of diatomite-asphalt mixture, Highway Eng., 35, 018.
- Best Practice Guideline, (2003). Design of Concrete Bridge Deck Rehabilitation, Alberta Transportation, Canada.
- Bituminous mixtures. (2016). Test Methods Cyclic Compression Test (BS EN 12697-25).
- Chen, B., WANG, K., Wu, Q., & Qin, Z. (2014). Applied mechanics and materials, Trans Tech Publications Ltd, 706-710.
- Chen, W. F., Gao, P. W., Li, X.Y., Le, J., & Jin, S. (2007). Effect of the new type diatomite modifier on the pavement performance of asphalt mixture, J. Mater. Sci. Eng., 25, 578-581.
- Cheng, Y., Yu, D., Gong, Y., Zhu, C., Tao, J., & Wang, W. (2018). Laboratory evaluation on performance of eco-friendly basalt fiber and diatomite compound modified asphalt mixture, Materials (Basel)., 11(12), 2400. doi: https://doi.org/10.3390/ma11122400
- Cheng, Y., Zhu, C., Tao, J., Jiao, Y., Yu, D., & Xiao, B. (2018). Effects of diatomite–limestone powder ratio on mechanical and anti-deformation properties of sustainable sand asphalt composite, Sustainability, 10(3), 808. doi: 10.3390/su10030808
- Cong, P., Liu N., Tian Y., & Zhang Y. (2016). Effects of long-term aging on the properties of asphalt binder containing diatoms, Construction and Building Materials, 123, 534–540.
- Cong, P., Chen S., & Chen H. (2012). Effects of diatomite on the properties of asphalt binder, Construction and Building Materials, 30, 495–499. doi: https://doi.org/10.1016/j.conbuildmat.2011.11.011
- Cubuk, M. K. (1998). The effect of an additive which is called diatomite on the behavior of asfaltic mixtures (Ph.D. Thesis). Gazi University Institute of Science and Technology, Ankara, Turkey.
- Du, T., Song, P., & Liu, L. (2022). Experimental study on activated diatomite modified asphalt pavement in deep loess area, Processes, 10, 1227. doi: https://doi.org/10.3390/pr10061227
- European Asphalt Pavement Association, EAPA. (2013). Asphlat pavements on bridge decks, EAPA Position Paper, Rue du Commerce, 77 1040 Brussels, Belgium. Access address: https://www.academia.edu/42150164/Asphalt_pavements_on_bridge_decks_EAPA_Position_paper
- Guo, Q., Li, L., Cheng, Y., Jiao, Y., & Xu, C. (2015). Laboratory evaluation on performance of diatomite and glass fiber compound modified asphalt mixture, Materials and Design, 66, 51-59. doi: https://doi.org/10.1016/j.matdes.2014.10.033
- HBEBES-Highway Bridge Engineering and Bridge Engineering Software. (2022, 13 April). Access address: https://www.bridgesite.com/softwarelinks.htm
- Highway Technical Specification, (2013). General Directorate of Highways, Ankara.
- Huang, S., Shen, F., & Ding, Q. (2010). Effects of diatomite filler on the performance of porous asphalt mixture, Guidelines for Preparation of Papers for the 10th International Conference on Asphalt Pavements, 1-10.
- Kietzman, J. H., & Rodier, C. E. (1984). Effect of diatomite filler on performance of asphalt pavements, Transp. Res. Rec., 8–19. doi: http://worldcat.org/isbn/0309037506
- Li, Z. S. (2008). A study on the performance of diatomite modified asphalt mixture (Master’s Thesis). Jilin University, Changchun, China.
- Luo, S., Chen, N., Xu, H., Tan, B. & Chen, Q. (2016). Study on indoor pavement performance of diatomite-modified asphalt mixtur, Proceedings of the International Conference on Innovative Material Science and Technology; Riga, Latvia. https://doi.org/10.2991/imst-16.2016.20
- Omur, T., Aksoy A., Iskender, E., & Yıldırım, S. A. (2021). Diatomit modified asphalts: a new perspective for türkiye, Road Technologies Magazine, 68, 52-53.
- Park, H. M., Choi, J. Y., Lee, H. J., & Hwang, E. Y. (2009). Performance evaluation of a high durability asphalt binder and ahigh durability asphalt mixture for bridge deck pavements, Construction and Building Materials, 23(1), 219–225. doi: https://doi.org/10.1016/j.conbuildmat.2008.01.001
- Pokorski, P., Radziszewski, P., & Sarnowski, M. (2016). Fatigue life of asphalt pavements on bridge decks, Procedia Engineering, 153, 556 – 562. doi: https://doi.org/10.1016/j.proeng.2016.08.191
- Qinglin, G., Lili, L., Yongchun C., Yubo, J., & Chun, X. (2015). Laboratory evaluation on performance of diatomite and glass fiber compound modified asphalt mixture, Materials and Design (1980-2015), 66, 51-59. doi: 10.1016/j.matdes.2014.10.033
- Song, Y., Che, J., & Zhang, Y. (2011). The interacting rule of diatomite and asphalt groups, Petroleum Science and Technology, 29(3), 254-259. doi: https://doi.org/10.1080/10916460902882768
- Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage. (2021). (AASHTO T 283).
- Tan, Y., Lei Z., & Zhou X. (2012). Investigation of low-temperature properties of diatomite-modified asphalt mixtures, Construction and Building Materials, 36, 787–795. doi: 10.1016/j.conbuildmat.2012.06.054
- Tan, Y., Shan, L., Fang, J., & Zhang, X. (2009). Anti-cracking mechanism of diatomite asphalt and diatomite asphalt mixture at low temperature, Southeast Univ., 25(1), 74–8.
- Van Garderen, N., Clemens, F. J., Kaufmann, J., Urbanek, M., Binkowski, M., Graule, T., & Aneziris, C. G. (2012). Pore analyses of highly porous diatomite and clay based materials for fluidized bed reactors, Microporous Mesoporous Mater., 151, 255–263. doi: https://doi.org/10.1016/j.micromeso.2011.10.028
- Wei, H., He, Q., Jiao, Y., Chen, J., & Hu, M. (2016). Evaluation of anti-icing performance for crumb rubber and diatomite compound modified asphalt mixture, Constr. Build. Mater., 107, 109-116. doi: https://doi.org/10.1016/j.conbuildmat.2016.01.003
- Wei, H., Li, Z., & Jiao, Y. (2017). Effects of diatomite and sbs on freeze-thaw resistance of crumb rubber modified asphalt mixture, Advances in Materials Science and Engineering, 1-14. doi: https://doi.org/10.1155/2017/7802035
- Widyatmoko, I. R. C., & Elliott, J. M. (2005). Development of heavy-duty masticasphalt bridge surfacing, incorporating trinidad lake asphalt and polymer modified binders, Road Mater Pavement Des, 6(4), 469–83. doi: https://doi.org/10.1080/14680629.2005.9690016
- Yang, C., Xie, J., Zhou, X., Liu, Q., & Pang L. (2018). Performance evaluation and improving mechanisms of diatomite-modified asphalt mixture, Materials, 11, 686. doi: 10.3390/ma11050686
- Yin, H. Y. (2012). Research on the modification mechanism of diatomite and dry mixing of diatomite-modified asphalt mixture (Master’s Thesis). Chongqing Jiaotong University, Chongqing, China.
- Yue, Y., Abdelsalam, M., Luo, D., Khater, A., Musanyufu, J., & Chen, T. (2019). Evaluation of the properties of asphalt mixes modified with diatomite and lignin fiber: a review, Materials (Basel)., 12(3), 400. doi: https://doi.org/10.3390/ma12030400
- Zhang, Y. B., Zhu, H. Z., Wang, G. A., & Chen, T. J. (2011). Evaluation of low temperature performance for diatomite modified asphalt mixture, Adv. Mater. Rer., 413, 246–251.
- Zhou, Z. (2008). Experimental study on mix design of diatomite modified asphalt mixture (Master’s Thesis). Jilin University, Changchun, China.
| APA | Aksoy A, ASLAN M, ISKENDER E, AYYILDIZ D, ŞENGÜL C (2023). EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. , 893 - 904. 10.31796/ogummf.1235737 |
| Chicago | Aksoy Atakan,ASLAN Mustafa Taha,ISKENDER EROL,AYYILDIZ Dündar,ŞENGÜL Celaleddin EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. (2023): 893 - 904. 10.31796/ogummf.1235737 |
| MLA | Aksoy Atakan,ASLAN Mustafa Taha,ISKENDER EROL,AYYILDIZ Dündar,ŞENGÜL Celaleddin EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. , 2023, ss.893 - 904. 10.31796/ogummf.1235737 |
| AMA | Aksoy A,ASLAN M,ISKENDER E,AYYILDIZ D,ŞENGÜL C EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. . 2023; 893 - 904. 10.31796/ogummf.1235737 |
| Vancouver | Aksoy A,ASLAN M,ISKENDER E,AYYILDIZ D,ŞENGÜL C EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. . 2023; 893 - 904. 10.31796/ogummf.1235737 |
| IEEE | Aksoy A,ASLAN M,ISKENDER E,AYYILDIZ D,ŞENGÜL C "EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT." , ss.893 - 904, 2023. 10.31796/ogummf.1235737 |
| ISNAD | Aksoy, Atakan vd. "EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT". (2023), 893-904. https://doi.org/10.31796/ogummf.1235737 |
| APA | Aksoy A, ASLAN M, ISKENDER E, AYYILDIZ D, ŞENGÜL C (2023). EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. Eskişehir Osmangazi Üniversitesi mühendislik ve mimarlık fakültesi dergisi (online), 31(3), 893 - 904. 10.31796/ogummf.1235737 |
| Chicago | Aksoy Atakan,ASLAN Mustafa Taha,ISKENDER EROL,AYYILDIZ Dündar,ŞENGÜL Celaleddin EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. Eskişehir Osmangazi Üniversitesi mühendislik ve mimarlık fakültesi dergisi (online) 31, no.3 (2023): 893 - 904. 10.31796/ogummf.1235737 |
| MLA | Aksoy Atakan,ASLAN Mustafa Taha,ISKENDER EROL,AYYILDIZ Dündar,ŞENGÜL Celaleddin EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. Eskişehir Osmangazi Üniversitesi mühendislik ve mimarlık fakültesi dergisi (online), vol.31, no.3, 2023, ss.893 - 904. 10.31796/ogummf.1235737 |
| AMA | Aksoy A,ASLAN M,ISKENDER E,AYYILDIZ D,ŞENGÜL C EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. Eskişehir Osmangazi Üniversitesi mühendislik ve mimarlık fakültesi dergisi (online). 2023; 31(3): 893 - 904. 10.31796/ogummf.1235737 |
| Vancouver | Aksoy A,ASLAN M,ISKENDER E,AYYILDIZ D,ŞENGÜL C EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. Eskişehir Osmangazi Üniversitesi mühendislik ve mimarlık fakültesi dergisi (online). 2023; 31(3): 893 - 904. 10.31796/ogummf.1235737 |
| IEEE | Aksoy A,ASLAN M,ISKENDER E,AYYILDIZ D,ŞENGÜL C "EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT." Eskişehir Osmangazi Üniversitesi mühendislik ve mimarlık fakültesi dergisi (online), 31, ss.893 - 904, 2023. 10.31796/ogummf.1235737 |
| ISNAD | Aksoy, Atakan vd. "EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT". Eskişehir Osmangazi Üniversitesi mühendislik ve mimarlık fakültesi dergisi (online) 31/3 (2023), 893-904. https://doi.org/10.31796/ogummf.1235737 |
