EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT

Atakan Aksoy; Mustafa Taha Aslan; Erol İskender; Dündar Ayyıldız; Celaleddin Ensar Şengül

doi:10.31796/ogummf.1235737

TR EN

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 Kelimeler

Asfalt Kaplamalar, Diatomit, Tekerlek İzi, Tekrarlı Sünme

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 Kelimeler

Asphalt Pavements, Diatomite, Rutting, Repeated Creep

Teşekkür

For their contribution to the material supply and experimental stage in this study; we would like to thank Turgay OMUR, CEO of Bentas Bentonite Company, and Fatih OMUR, General Manager of Bentas Bentonite Company.

Kaynakça

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.

Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Mühendisliği

Bölüm

Araştırma Makalesi

Yazarlar

Atakan Aksoy
0000-0001-5232-6465
Türkiye

Mustafa Taha Aslan ^*
0000-0002-0453-788X
Türkiye

Erol İskender
0000-0001-7934-839X
Türkiye

Dündar Ayyıldız
0000-0002-6851-6914
Türkiye

Celaleddin Ensar Şengül
0000-0003-0998-028X
Türkiye

Erken Görünüm Tarihi

16 Aralık 2023

Yayımlanma Tarihi

16 Aralık 2023

Gönderilme Tarihi

16 Ocak 2023

Kabul Tarihi

25 Ekim 2023

Yayımlandığı Sayı

Yıl 2023 Cilt: 31 Sayı: 3

DOI

https://doi.org/10.31796/ogummf.1235737

IZ

https://izlik.org/JA23LK55BH

APA

Aksoy, A., Aslan, M. T., İskender, E., Ayyıldız, D., & Şengül, C. E. (2023). EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, 31(3), 893-904. https://doi.org/10.31796/ogummf.1235737

AMA

1.Aksoy A, Aslan MT, İskender E, Ayyıldız D, Şengül CE. EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. ESOGÜ Müh Mim Fak Derg. 2023;31(3):893-904. doi:10.31796/ogummf.1235737

Chicago

Aksoy, Atakan, Mustafa Taha Aslan, Erol İskender, Dündar Ayyıldız, ve Celaleddin Ensar Şengül. 2023. “EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT”. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 31 (3): 893-904. https://doi.org/10.31796/ogummf.1235737.

EndNote

Aksoy A, Aslan MT, İskender E, Ayyıldız D, Şengül CE (01 Aralık 2023) EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 31 3 893–904.

IEEE

[1]A. Aksoy, M. T. Aslan, E. İskender, D. Ayyıldız, ve C. E. Şengül, “EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT”, ESOGÜ Müh Mim Fak Derg, c. 31, sy 3, ss. 893–904, Ara. 2023, doi: 10.31796/ogummf.1235737.

ISNAD

Aksoy, Atakan - Aslan, Mustafa Taha - İskender, Erol - Ayyıldız, Dündar - Şengül, Celaleddin Ensar. “EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT”. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 31/3 (01 Aralık 2023): 893-904. https://doi.org/10.31796/ogummf.1235737.

JAMA

1.Aksoy A, Aslan MT, İskender E, Ayyıldız D, Şengül CE. EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. ESOGÜ Müh Mim Fak Derg. 2023;31:893–904.

MLA

Aksoy, Atakan, vd. “EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT”. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, c. 31, sy 3, Aralık 2023, ss. 893-04, doi:10.31796/ogummf.1235737.

Vancouver

1.Atakan Aksoy, Mustafa Taha Aslan, Erol İskender, Dündar Ayyıldız, Celaleddin Ensar Şengül. EVALUATION OF ASPHALT PAVEMENT PERFORMANCE FOR DIFFERENT DIATOMITE CONTENT. ESOGÜ Müh Mim Fak Derg. 01 Aralık 2023;31(3):893-904. doi:10.31796/ogummf.1235737