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Hamedi, G., Esmaeeli, M. (2017). Mechanical Properties of Open Graded Asphalt Mixtures with Pumice Aggregate. AUT Journal of Civil Engineering, 1(2), 189-194. doi: 10.22060/ceej.2017.13383.5396
Gh. H. Hamedi; M. R. Esmaeeli. "Mechanical Properties of Open Graded Asphalt Mixtures with Pumice Aggregate". AUT Journal of Civil Engineering, 1, 2, 2017, 189-194. doi: 10.22060/ceej.2017.13383.5396
Hamedi, G., Esmaeeli, M. (2017). 'Mechanical Properties of Open Graded Asphalt Mixtures with Pumice Aggregate', AUT Journal of Civil Engineering, 1(2), pp. 189-194. doi: 10.22060/ceej.2017.13383.5396
Hamedi, G., Esmaeeli, M. Mechanical Properties of Open Graded Asphalt Mixtures with Pumice Aggregate. AUT Journal of Civil Engineering, 2017; 1(2): 189-194. doi: 10.22060/ceej.2017.13383.5396

Mechanical Properties of Open Graded Asphalt Mixtures with Pumice Aggregate

Article 10, Volume 1, Issue 2, Summer and Autumn 2017, Page 189-194  XML PDF (1044 K)
Document Type: Research Article
DOI: 10.22060/ceej.2017.13383.5396
Authors
Gh. H. Hamedi 1; M. R. Esmaeeli2
1Faculty of Engineering, University of Guilan, Rasht, Iran
2Faculty of Civil Engineering, Iran University of Science and Technology, Tehran, Iran
Abstract
Open graded asphalt is used as a wearing course to provide both increased safety in
wet weather (through reduced surface water and spray during rain) and reduced noise levels. In this
study, Pumice aggregates were applied as a portion of fine aggregate for the improvement of dynamical
specification of porous asphalt and the Cantabro, Los Angeles abrasion, and the bitumen precipitation
tests were conducted. First, the amount of optimized bitumen related to each of the three types of
aggregates and fine Pumice has been estimated, then the properties of the Marshall Resistance and
indirect tensile strength have been assigned. Mixtures with 5 percent of fine Pumice has shown better
characteristics in Marshall test as well as indirect tensile strength. Also, the results of dynamic creep
test showed that the rutting potential decreased by using Pumice aggregate. There is the best amount of
permanent deformation for mixtures containing 5% Pumice

Highlights

[1] L. Poulikakos, M. Partl, Investigation of porous asphalt microstructure using optical and electron microscopy, Journal of microscopy, 240(2) (2010) 145-154.

[2] Y. Huang, R.N. Bird, O. Heidrich, A review of the use of recycled solid waste materials in asphalt pavements, Resources, Conservation and Recycling, 52(1) (2007) 58-73.

[3] S. Xu, J. Yu, C. Hu, L. Jia, L. Xue, Performance evaluation of asphalt containing layered double hydroxides with different zinc ratio in the host layer, Petroleum Science and Technology, 35(2) (2017) 127-133.

[4] P. de Macedo Sales, A.E.d.F. Lucena, L.C.d.F.L. Lucena, T.M.R. Porto, J.R. Carvalho, M.C. Lopes, Warm asphalt mixtures produced with addition of CCBit, Petroleum Science and Technology, 34(17-18) (2016) 1574-1580.

[5] M. Ameri, S. Nobakht, K. Bemana, M. Vamegh, H. Rooholamini, Effects of nanoclay on hot mix asphalt performance, Petroleum Science and Technology, 34(8) (2016) 747-753.

[6] M. Jafari, A. Akbari Nasrekani, M. Nakhaei, A. Babazadeh, Evaluation of rutting resistance of asphalt binders and asphalt mixtures modified with polyphosphoric acid, Petroleum Science and Technology, 35(2) (2017) 141- 147.

[7] L.M. Moore, R. Hicks, D.F. Rogge, Design, construction, and maintenance guidelines for porous asphalt pavements, Transportation Research Record: Journal of the Transportation Research Board, 1778(1) (2001) 91- 99.

[8] B.O. Brattebo, D.B. Booth, Long-term stormwater quantity and quality performance of permeable pavement systems, Water research, 37(18) (2003) 4369-4376.

[9] C.-T. Chiu, Current Pavement Technologies in Taiwan, in: Fourth US-Taiwan Bridge Engineering Workshop, Princeton, New Jersey, 2008.

[10] R. Mallick, F. Hooper, S. O’Brien, M. Kashi, Evaluation of use of synthetic lightweight aggregate in hot-mix asphalt, Transportation Research Record: Journal of the Transportation Research Board, (1891) (2004) 1-7.

[11] R. Mallick, F. Hooper, S. O’Brien, M. Kashi, Evaluation of use of synthetic lightweight aggregate in hot-mix asphalt, Transportation Research Record: Journal of the Transportation Research Board, (1891) (2004) 1-7.

[12] D.-H. Shen, C.-M. Wu, J.-C. Du, Performance evaluation of porous asphalt with granulated synthetic lightweight aggregate, Construction and Building Materials, 22(5) (2008) 902-910.

[13] A. Khan, D. Mrawira, E.E. Hildebrand, Use of lightweight aggregate to mitigate frost damage in flexible pavements, International Journal of Pavement Engineering, 10(5) (2009) 329-339.

[14] A. Khan, D. Mrawira, Investigation of the use of lightweight aggregate hot-mixed asphalt in flexible pavements in frost susceptible areas, Journal of Materials in Civil Engineering, 22(2) (2010) 171-178.

Keywords
Open graded asphalt mixture; Pumice; Stiffness modulus; Rutting; Moisture Susceptibility
References
[1] L. Poulikakos, M. Partl, Investigation of porous asphalt microstructure using optical and electron microscopy, Journal of microscopy, 240(2) (2010) 145-154.

[2] Y. Huang, R.N. Bird, O. Heidrich, A review of the use of recycled solid waste materials in asphalt pavements, Resources, Conservation and Recycling, 52(1) (2007) 58-73.

[3] S. Xu, J. Yu, C. Hu, L. Jia, L. Xue, Performance evaluation of asphalt containing layered double hydroxides with different zinc ratio in the host layer, Petroleum Science and Technology, 35(2) (2017) 127-133.

[4] P. de Macedo Sales, A.E.d.F. Lucena, L.C.d.F.L. Lucena, T.M.R. Porto, J.R. Carvalho, M.C. Lopes, Warm asphalt mixtures produced with addition of CCBit, Petroleum Science and Technology, 34(17-18) (2016) 1574-1580.

[5] M. Ameri, S. Nobakht, K. Bemana, M. Vamegh, H. Rooholamini, Effects of nanoclay on hot mix asphalt performance, Petroleum Science and Technology, 34(8) (2016) 747-753.

[6] M. Jafari, A. Akbari Nasrekani, M. Nakhaei, A. Babazadeh, Evaluation of rutting resistance of asphalt binders and asphalt mixtures modified with polyphosphoric acid, Petroleum Science and Technology, 35(2) (2017) 141- 147.

[7] L.M. Moore, R. Hicks, D.F. Rogge, Design, construction, and maintenance guidelines for porous asphalt pavements, Transportation Research Record: Journal of the Transportation Research Board, 1778(1) (2001) 91- 99.

[8] B.O. Brattebo, D.B. Booth, Long-term stormwater quantity and quality performance of permeable pavement systems, Water research, 37(18) (2003) 4369-4376.

[9] C.-T. Chiu, Current Pavement Technologies in Taiwan, in: Fourth US-Taiwan Bridge Engineering Workshop, Princeton, New Jersey, 2008.

[10] R. Mallick, F. Hooper, S. O’Brien, M. Kashi, Evaluation of use of synthetic lightweight aggregate in hot-mix asphalt, Transportation Research Record: Journal of the Transportation Research Board, (1891) (2004) 1-7.

[11] R. Mallick, F. Hooper, S. O’Brien, M. Kashi, Evaluation of use of synthetic lightweight aggregate in hot-mix asphalt, Transportation Research Record: Journal of the Transportation Research Board, (1891) (2004) 1-7.

[12] D.-H. Shen, C.-M. Wu, J.-C. Du, Performance evaluation of porous asphalt with granulated synthetic lightweight aggregate, Construction and Building Materials, 22(5) (2008) 902-910.

[13] A. Khan, D. Mrawira, E.E. Hildebrand, Use of lightweight aggregate to mitigate frost damage in flexible pavements, International Journal of Pavement Engineering, 10(5) (2009) 329-339.

[14] A. Khan, D. Mrawira, Investigation of the use of lightweight aggregate hot-mixed asphalt in flexible pavements in frost susceptible areas, Journal of Materials in Civil Engineering, 22(2) (2010) 171-178.

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