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Investigating the effects of aggregate gradation on Marshall parameters of bituminous hot mixtures

Yıl 2023, Cilt: 11 Sayı: 2, 486 - 497, 23.06.2023
https://doi.org/10.29109/gujsc.1222037

Öz

In this study, it was aimed to investigate the effects of aggregate gradation on the physical properties of bituminous hot mixtures. Accordingly, the gradation envelope defined for the binder course in the 2013 Highway Technical Specification was taken as basis. Five different aggregate gradations were generated as the average, the lower limit, and the upper limit values of the gradation envelope together with by shifting the lower and upper limits of the envelope by 7% and Marshall designs were applied for each of them. Values outside the gradation envelope were included in the study in order to predict the performance changes in bituminous mixture due to the gradation errors that may occur during operation process. The effects of aggregate gradation on the stability, flow, unit weight (Dp), air void ratio (Vh), void filled with bitumen ratio (Vf), voids in mineral aggregate ratio (VMA) and Marshall quotient of bituminous hot mixtures were evaluated according to the test data obtained. It was determined that the increase or decrease in aggregate size compared to the average gradation generated a decrease in Dp and Vf values, and an increase in VMA and Vh values. Also, stability values were observed to be increased towards the upper limit of the gradation envelope.

Kaynakça

  • [1] Hand A.J., Stiady J.L., White T.D., Noureldin A.S., Galal K., Gradation effects on hot-mix asphalt performance, Transportation Research Record: Journal of the Transportation Research Board, 1767 (1), 152-157, (2001).
  • [2] Naji A., Abed A.H., Effect of aggregate gradation and filler content on the rutting resistance of modified colored hot mix asphalt, Al-Nahrain Journal for Engineering Sciences, 24 (2), 137-143, (2021).
  • [3] Kandhal P.S., Cooley L.A., Coarse-versus fine-graded superpave mixtures: comparative evaluation of resistance to rutting, Transportaion Research Record: Journal of the Transportation Research Board, 1789 (1), 216-224, (2002).
  • [4] Zhang J., Cooley L.A., Hurley G., Parker F., Effect of Superpave Defined Restricted Zone on Hot-Mix Asphalt Performance, Transportation Research Record: Journal of the Transportation Research Board, 1891 (1), 103-111, (2004).
  • [5] Kalaitzaki E., Kollaros G., Athanasopoulou A., Influence of aggregate gradation on hma mixes stability, Romanian Journal of Transport Infrastructure, 4, 13-22, (2015).
  • [6] Aodah H.H., Kareem Y.N.A., Chandra S., Effect of aggregate gradation on moisture susceptibility and creep in hma, World Academy of Science, Engineering and Technology, 72, 56-61, (2012).
  • [7] Sangsefidi E., Ziari H., Mansourkhaki A., The effect of aggregate gradation on creep and moisture susceptibility performance of warm mix asphalt, International Journal of Pavement Engineering, 15 (2), 133-141, (2014).
  • [8] Habeeb H., Chandra S., Nashaat Y., Estimation of Moisture Damage and Permanent Deformation in Asphalt Mixture from Aggregate Gradation, KSCE Journal of Civil Engineering, 18 (6), 1655-1663, (2014).
  • [9] Banerji A.K., Das A., Mondal A., Biswas R., Obaidullah M., Influence of Variation in the Aggregate Gradation Range on Mix Design Properties of Bituminous Concrete (BC) Mixes used as Wearing Course, International Journal of Engineering Research & Technology, 3 (9), 1258-1262, (2014).
  • [10] Golalipour A., Jamshidi E., Niazi Y., Afsharikia Z., Khadem M., Effect of Aggregate Gradation on Rutting of Asphalt Pavements, Procedia - Social and Behavioral Sciences, 53, 440-449, (2012).
  • [11] Maharjan R., Tamrakar G.B.S, Effect of Aggregate Gradation Variation on the Marshall Mix Properties of Asphalt Concrete, Proceedings of IOE Graduate Conference, Nepal 213-219, (2017).
  • [12] Khairandish M.I., Chopra A., Singh S., Chohan J.S., Kumar R., Effect of Gradation and Morphological Characteristics of Aggregates on Mechanical Properties of Bituminous Concrete and Dense Bituminous Macadam, Iranian Journal of Science and Technology, Transactions of Civil Engineering, 46: 293-307 (2022).
  • [13] Sangsefidi E., Ziari H., Sangsefidi M., The Effect of Aggregate Gradation Limits Consideration on Performance Properties and Mixture Design Parameters of Hot Mix Asphalt, KSCE Journal of Civil Engineering, 20 (1), 385-392, (2016).
  • [14] Afaf A.H.M., “Effect Of Aggregate Gradation And Type On Hot Asphalt Concrete Mix Properties”, Journal of Engineering Sciences Assiut University Faculty of Engineering, 42 (3), 567-574, (2014).
  • [15] Sousa J.B., Pais J.C., Prates M., Barros Rui, Langlois P., Leclerc A., Effect of Aggregate Gradation on Fatigue Life of Asphalt Concrete Mixes, Transportation Research Record, 1630 (1), 62-68, (1998).
  • [16] Sangsefidi E., Ziari H., Sangsefidi M., The Effect of Aggregate Gradation Limits Consideration on Performance Properties and Mixture Design Parameters of Hot Mix Asphalt, KSCE Journal of Civil Engineering, 20 (1), 385-392, (2016)
  • [17] Cao W., Liu S., Li Y., Xue Z., Effect of Aggregate Gradation on Volumetric Parameters and the High Temperature Performance of Asphalt Mixtures, Fourth Geo-China International Conference, Shandong, China, 42-50, (2016).
  • [18] Tayh S.A., Alghrery H.S.J., Evaluation of The Effect of Gradation on Mechanical properties of Stone Mastic Asphalt Mixtures, IOP Conference Series: Materials Science and Engineering, Baghdad, Iraq, 1105, 012087, (2021).
  • [19] Husain N.M., Karim M.R., Mahmud H.B., Koting S., Effects of Aggregate Gradation on the Physical Properties of Semiflexible Pavement, Advances in Materials Science and Engineering, 529305, (2014).
  • [20] TS EN 12697-34, Bitümlü karışımlar-Test yöntemleri-Bölüm 34: Marshall testi.
  • [21] Liu S., Zhu L., Zhang H., Liu T., Ji P., Cao W., Effect of Gradation Variability on Volume Parameter and Key Performances of HMA, Frontiers in Materials, 7, 611409, (2021)
  • [22] Karayolları Genel Müdürlüğü, Karayolu Teknik Şartnamesi, (2013).
  • [23] Garcia V.M., Barros L., Garibay J., Abdallah I., Effect of Aggregate Gradation on Performance of Asphalt Concrete Mixtures”, Journal of Materials in Civil Engineering, 32 (5), 04020102, (2020).
  • [24] Setiawan A., Suparma L.B., Mulyono A.T., Modelling Effect of Aggregate Gradation and Bitumen Content on Marshall Properties of Asphalt Concrete, International Journal on Advanced Science Engineering and Information Technology, 7 (2), 359-365, (2017).
  • [25] Tessema G.T., Ponnurangam P., Investigation the Effect of Aggregates on Hot Mix Asphalt (HMA) Performance - A Case Study, International Journal of Engineering Research And Development, 15 (1), 31-40, (2019).
  • [26] Arslan D., Gürü M., Çubuk M.K., Çubuk M., Farshbafian F.K., Investigation of rheological and mechanical properties of kaolin-clay modified bitumen, Journal of the Faculty of Engineering and Architecture of Gazi University, 35 (3), 1409-1419, (2020).
  • [27] Arslan D., Gürü M., Çubuk, M.K., Improvement of bitumen and bituminious mixtures performance properties with organic based zincphosphate compound, Journal of the Faculty of Engineering and Architecture of Gazi University, 27 (2), 459-466, (2012).
  • [28] Elliott R.P., Ford M.C., Ghanim M., Tu Y.F., Effect of Aggregate Gradation Variation on Asphalt Concrete Mix Properties, Transportation Research Record, 1317, 52-60, (1991), http://onlinepubs.trb.org/Onlinepubs/ trr/1991/1317/1317-006.pdf
  • [29] Ahmed M.A., Attia M.I.E., Impact of Aggregate Gradation and Type on Hot Mix Asphalt Rutting In Egypt, International Journal of Engineering Research and Applications, 3 (4), 2249-2258, (2013).
  • [30] Morova N., Serin S., Terzi S., Saltan M., Küçükçapraz D.O., Karahançer S.S., Erişkin E., Utility of polyparaphenylene terephtalamide fiber in hot mix asphalt as a fiber, Construction and Building Materials, 107, 87-94, (2016).
  • [31] Arslan D., Bayırtepe H., “Bitümlü sıcak karışımlara ait akma değerinin regresyon modelleri ile tahmini”, Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji, 6 (1), 45-53, (2018).
  • [32] Karakas A.S., Sayın B., Kuloğlu N., The changes in the mechanical properties of neat and SBS-modified HMA pavements due to traffic loads and environmental effects over a one-year period, Construction and Building Materials, 71, 406-415, (2014).
  • [33] Haddadi S., Ghorbel E., Laradi N., Effects of the manufacturing process on the performances of the bituminous binders modified with EVA, Construction and Building Materials, 22, 1212-1219, (2008).

Agrega Gradasyonunun Bitümlü Sıcak Karışımların Marshall Parametreleri Üzerindeki Etkilerinin Araştırılması

Yıl 2023, Cilt: 11 Sayı: 2, 486 - 497, 23.06.2023
https://doi.org/10.29109/gujsc.1222037

Öz

Bu çalışmada, agrega gradasyonunun bitümlü sıcak karışımların fiziksel özellikleri üzerindeki etkilerinin araştırılması amaçlanmıştır. Bu doğrultuda, 2013 yılı Karayolu Teknik Şartnamesinde binder tabakası için tanımlanan gradasyon zarfı esas alınmıştır. Gradasyon zarfına ait ortalama, alt limit, üst limit değerleri ile birlikte alt ve üst limitlerin % 7 oranında ötelenmesiyle elde edilen beş farklı agrega gradasyonu oluşturulmuş ve her biri için ayrı ayrı Marshall tasarımları yapılmıştır. Gradasyon zarfının dışındaki değerler, çalışma esnasında oluşabilecek gradasyon hatalarının bitümlü karışımda meydana getirebileceği performans değişimlerinin öngörülebilmesi amacıyla çalışmaya dahil edilmiştir. Elde edilen test verilerine göre agrega gradasyonunun bitümlü sıcak karışımların stabilite, akma, birim ağırlık (Dp), hava boşluğu oranı (Vh), bitümle dolu boşluk oranı (Vf), agregalar arasındaki boşluk oranı (VMA) ve Marshall katsayısı üzerindeki etkileri değerlendirilmiştir. Agrega dane boyutunun ortalama gradasyona kıyasla artmasının veya azalmasının Dp ve Vf değerlerinde azalma, VMA ve Vh değerlerinde artış meydana getirdiği belirlenmiştir. Bununla birlikte, gradasyon zarfının üst limitine doğru stabilite değerlerinin arttığı görülmüştür.

Kaynakça

  • [1] Hand A.J., Stiady J.L., White T.D., Noureldin A.S., Galal K., Gradation effects on hot-mix asphalt performance, Transportation Research Record: Journal of the Transportation Research Board, 1767 (1), 152-157, (2001).
  • [2] Naji A., Abed A.H., Effect of aggregate gradation and filler content on the rutting resistance of modified colored hot mix asphalt, Al-Nahrain Journal for Engineering Sciences, 24 (2), 137-143, (2021).
  • [3] Kandhal P.S., Cooley L.A., Coarse-versus fine-graded superpave mixtures: comparative evaluation of resistance to rutting, Transportaion Research Record: Journal of the Transportation Research Board, 1789 (1), 216-224, (2002).
  • [4] Zhang J., Cooley L.A., Hurley G., Parker F., Effect of Superpave Defined Restricted Zone on Hot-Mix Asphalt Performance, Transportation Research Record: Journal of the Transportation Research Board, 1891 (1), 103-111, (2004).
  • [5] Kalaitzaki E., Kollaros G., Athanasopoulou A., Influence of aggregate gradation on hma mixes stability, Romanian Journal of Transport Infrastructure, 4, 13-22, (2015).
  • [6] Aodah H.H., Kareem Y.N.A., Chandra S., Effect of aggregate gradation on moisture susceptibility and creep in hma, World Academy of Science, Engineering and Technology, 72, 56-61, (2012).
  • [7] Sangsefidi E., Ziari H., Mansourkhaki A., The effect of aggregate gradation on creep and moisture susceptibility performance of warm mix asphalt, International Journal of Pavement Engineering, 15 (2), 133-141, (2014).
  • [8] Habeeb H., Chandra S., Nashaat Y., Estimation of Moisture Damage and Permanent Deformation in Asphalt Mixture from Aggregate Gradation, KSCE Journal of Civil Engineering, 18 (6), 1655-1663, (2014).
  • [9] Banerji A.K., Das A., Mondal A., Biswas R., Obaidullah M., Influence of Variation in the Aggregate Gradation Range on Mix Design Properties of Bituminous Concrete (BC) Mixes used as Wearing Course, International Journal of Engineering Research & Technology, 3 (9), 1258-1262, (2014).
  • [10] Golalipour A., Jamshidi E., Niazi Y., Afsharikia Z., Khadem M., Effect of Aggregate Gradation on Rutting of Asphalt Pavements, Procedia - Social and Behavioral Sciences, 53, 440-449, (2012).
  • [11] Maharjan R., Tamrakar G.B.S, Effect of Aggregate Gradation Variation on the Marshall Mix Properties of Asphalt Concrete, Proceedings of IOE Graduate Conference, Nepal 213-219, (2017).
  • [12] Khairandish M.I., Chopra A., Singh S., Chohan J.S., Kumar R., Effect of Gradation and Morphological Characteristics of Aggregates on Mechanical Properties of Bituminous Concrete and Dense Bituminous Macadam, Iranian Journal of Science and Technology, Transactions of Civil Engineering, 46: 293-307 (2022).
  • [13] Sangsefidi E., Ziari H., Sangsefidi M., The Effect of Aggregate Gradation Limits Consideration on Performance Properties and Mixture Design Parameters of Hot Mix Asphalt, KSCE Journal of Civil Engineering, 20 (1), 385-392, (2016).
  • [14] Afaf A.H.M., “Effect Of Aggregate Gradation And Type On Hot Asphalt Concrete Mix Properties”, Journal of Engineering Sciences Assiut University Faculty of Engineering, 42 (3), 567-574, (2014).
  • [15] Sousa J.B., Pais J.C., Prates M., Barros Rui, Langlois P., Leclerc A., Effect of Aggregate Gradation on Fatigue Life of Asphalt Concrete Mixes, Transportation Research Record, 1630 (1), 62-68, (1998).
  • [16] Sangsefidi E., Ziari H., Sangsefidi M., The Effect of Aggregate Gradation Limits Consideration on Performance Properties and Mixture Design Parameters of Hot Mix Asphalt, KSCE Journal of Civil Engineering, 20 (1), 385-392, (2016)
  • [17] Cao W., Liu S., Li Y., Xue Z., Effect of Aggregate Gradation on Volumetric Parameters and the High Temperature Performance of Asphalt Mixtures, Fourth Geo-China International Conference, Shandong, China, 42-50, (2016).
  • [18] Tayh S.A., Alghrery H.S.J., Evaluation of The Effect of Gradation on Mechanical properties of Stone Mastic Asphalt Mixtures, IOP Conference Series: Materials Science and Engineering, Baghdad, Iraq, 1105, 012087, (2021).
  • [19] Husain N.M., Karim M.R., Mahmud H.B., Koting S., Effects of Aggregate Gradation on the Physical Properties of Semiflexible Pavement, Advances in Materials Science and Engineering, 529305, (2014).
  • [20] TS EN 12697-34, Bitümlü karışımlar-Test yöntemleri-Bölüm 34: Marshall testi.
  • [21] Liu S., Zhu L., Zhang H., Liu T., Ji P., Cao W., Effect of Gradation Variability on Volume Parameter and Key Performances of HMA, Frontiers in Materials, 7, 611409, (2021)
  • [22] Karayolları Genel Müdürlüğü, Karayolu Teknik Şartnamesi, (2013).
  • [23] Garcia V.M., Barros L., Garibay J., Abdallah I., Effect of Aggregate Gradation on Performance of Asphalt Concrete Mixtures”, Journal of Materials in Civil Engineering, 32 (5), 04020102, (2020).
  • [24] Setiawan A., Suparma L.B., Mulyono A.T., Modelling Effect of Aggregate Gradation and Bitumen Content on Marshall Properties of Asphalt Concrete, International Journal on Advanced Science Engineering and Information Technology, 7 (2), 359-365, (2017).
  • [25] Tessema G.T., Ponnurangam P., Investigation the Effect of Aggregates on Hot Mix Asphalt (HMA) Performance - A Case Study, International Journal of Engineering Research And Development, 15 (1), 31-40, (2019).
  • [26] Arslan D., Gürü M., Çubuk M.K., Çubuk M., Farshbafian F.K., Investigation of rheological and mechanical properties of kaolin-clay modified bitumen, Journal of the Faculty of Engineering and Architecture of Gazi University, 35 (3), 1409-1419, (2020).
  • [27] Arslan D., Gürü M., Çubuk, M.K., Improvement of bitumen and bituminious mixtures performance properties with organic based zincphosphate compound, Journal of the Faculty of Engineering and Architecture of Gazi University, 27 (2), 459-466, (2012).
  • [28] Elliott R.P., Ford M.C., Ghanim M., Tu Y.F., Effect of Aggregate Gradation Variation on Asphalt Concrete Mix Properties, Transportation Research Record, 1317, 52-60, (1991), http://onlinepubs.trb.org/Onlinepubs/ trr/1991/1317/1317-006.pdf
  • [29] Ahmed M.A., Attia M.I.E., Impact of Aggregate Gradation and Type on Hot Mix Asphalt Rutting In Egypt, International Journal of Engineering Research and Applications, 3 (4), 2249-2258, (2013).
  • [30] Morova N., Serin S., Terzi S., Saltan M., Küçükçapraz D.O., Karahançer S.S., Erişkin E., Utility of polyparaphenylene terephtalamide fiber in hot mix asphalt as a fiber, Construction and Building Materials, 107, 87-94, (2016).
  • [31] Arslan D., Bayırtepe H., “Bitümlü sıcak karışımlara ait akma değerinin regresyon modelleri ile tahmini”, Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji, 6 (1), 45-53, (2018).
  • [32] Karakas A.S., Sayın B., Kuloğlu N., The changes in the mechanical properties of neat and SBS-modified HMA pavements due to traffic loads and environmental effects over a one-year period, Construction and Building Materials, 71, 406-415, (2014).
  • [33] Haddadi S., Ghorbel E., Laradi N., Effects of the manufacturing process on the performances of the bituminous binders modified with EVA, Construction and Building Materials, 22, 1212-1219, (2008).
Toplam 33 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Mühendislik
Bölüm Tasarım ve Teknoloji
Yazarlar

Deniz Arslan 0000-0001-9493-2826

Hüseyin Köse 0000-0003-2533-6769

Erken Görünüm Tarihi 9 Haziran 2023
Yayımlanma Tarihi 23 Haziran 2023
Gönderilme Tarihi 20 Aralık 2022
Yayımlandığı Sayı Yıl 2023 Cilt: 11 Sayı: 2

Kaynak Göster

APA Arslan, D., & Köse, H. (2023). Agrega Gradasyonunun Bitümlü Sıcak Karışımların Marshall Parametreleri Üzerindeki Etkilerinin Araştırılması. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji, 11(2), 486-497. https://doi.org/10.29109/gujsc.1222037

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