Moisture Susceptibility of Organophilic Nano Clay Modified Asphalt Mixtures
International Journal of Civil Engineering |
© 2022 by SSRG - IJCE Journal |
Volume 9 Issue 9 |
Year of Publication : 2022 |
Authors : M. Fanoos Ahmad, I. Hafeez, Farhan |
How to Cite?
M. Fanoos Ahmad, I. Hafeez, Farhan, "Moisture Susceptibility of Organophilic Nano Clay Modified Asphalt Mixtures," SSRG International Journal of Civil Engineering, vol. 9, no. 9, pp. 13-21, 2022. Crossref, https://doi.org/10.14445/23488352/IJCE-V9I9P103
Abstract:
The durability is one of the major assets of bituminous paving mixtures. One of the major factors that can interfere with the functioning of mixtures is moisture damage. . Actually, Moisture damage deteriorates asphalt pavement. An asphalt mixture or pavement is susceptible to moisture when there is a weakening between the bond of aggregate and asphalt binder in some moisture. When this weakening becomes severe, it leads to the failure of HMA pavement. The existence of moisture in the HMA pavement causes two mechanisms: a) Loss of adhesion between the bitumen and aggregate surface and b) Loss of cohesion in the mixture.
The goal of this study is, therefore, to observe the moisture susceptibility of different recipes of five different percentages of organophilic nano clay to be mixed with the asphalt mixtures with the same aggregate quarry/source and two binder types of different penetration grade and properties, and to check the performance of these sample combinations with four laboratory tests: Static Immersion Test, Total Water Immersion Test (TWIT) Test, Boiling water Test and Rolling Bottle Test. In order to collect the information necessary for loose coated bituminous paving mixtures, the tests necessary to do so have been performed at the Taxila Institute of Transportation Engineering (TITE). The results show that adding 4.5% ONC to both binder types decreases moisture damage and shows the best resistance against moisture damage. The Rolling Bottle Test is the best test to differentiate between different loose-coated Asphalt mixtures, regardless of the time taken by the test.
Keywords:
Moisture Sensitivity Tests, Organophilic Nanoclay, moisture susceptibility, Rolling Bottle Test, Boiling water test, Static immersion test, Total immersion test.
References:
[1] Mamun, and Arifuzzaman, “Nanoscale Moisture Damage Evaluation of Carbon Nanotube-Modified Asphalt,” Construction and Building Materials, vol. 193, pp. 268-275, 2018. Crossref, https://doi.org/10.1016/j.conbuildmat.2018.10.155
[2] Das and Singh, “Effects of Regular and Nano-Sized Hydrated Lime Fillers on Fatigue and Bond Strength Behavior of Asphalt Mastic,” Transportation Research Record: Journal of the Transportation Research Board, vol. 2672, no. 28, 2018. Crossref, https://doi.org/10.1177/0361198118759064
[3] S. M. Mirabdolazimi, A. H. Kargari, and M. Mazhari Pakenari, “New Achievement in Moisture Sensitivity of Nano-Silica Modified Asphalt Mixture with A Combined Effect of Bitumen Type and Traffic Condition,” International Journal of Pavement Research and Technology, vol. 14, pp. 105-115, 2021. Crossref, https://doi.org/10.1007/s42947-020-0043-y
[4] Zhanping You, Julian Mills-Beale, et al., “Nanoclay Modified Asphalt Materials: Preparation and Characterization,” Construction and Building Materials, vol. 25, no. 2, pp. 1072-1078, 2011. Crossref, https://doi.org/10.1016/j.conbuildmat.2010.06.070
[5] Zahid Hossain, Musharraf Zaman, et al., “Evaluation of Moisture Susceptibility of Nano Clay Modified Asphalt Binders through the Surface Science Approach,” Journal of Materials in Civil Engineering, vol. 27, no. 10, 2015. Crossref, https://doi.org/10.1061/(ASCE)MT.1943-5533.0001228
[6] Lopez-Montero et al. “Evaluation of Moisture Susceptibility of Nanoclay-Modified Asphalt Binders Through the Surface Science Approach,”
[7] Chirag Jain, Gyanendra Sharma, and Govind Vaishnav, “A Review on Use of Industrial Waste in Sub-Base of Flexible Pavement,” SSRG International Journal of Civil Engineering (SSRG-IJCE), vol. 3, no. 5, 2016.
[8] Z. Hossain, M. Zaman, et al., “Evaluation of Moisture Susceptibility of Nanoclay-Modified Asphalt Binders Through the Surface Science Approach,” Journal of Materials in Civil Engineering, vol. 27, no. 10, pp. 1–9, 2014.
[9] Ahmed Ebrahim Abu El-MaatyBehiry, “Laboratory Evaluation of Resistance to Moisture Damage in Asphalt Mixtures,” Ain Shams Engineering Journal, vol. 4, no. 3, pp. 351-363, 2013. Crossref, https://doi.org/10.1016/j.asej.2012.10.009
[10] Zahid Hossain, Musharraf Zaman, et al., “Evaluation of Moisture Susceptibility and Healing Properties of Nanoclay-Modified Asphalt Binders,” IFCEE, 2015. Crossref, https://doi.org/10.1061/9780784479087.034
[11] Han Wang, Yinchuan Guo, et al., “Effect of Nanoclays on Moisture Susceptibility of SBS-Modified Asphalt Binder,” Advances in Materials Science and Engineering, 2020. Crossref, https://doi.org/10.1155/2020/2074232
[12] Panvel Sanika Kandalekar, Raju Narwade, and Karthik Nagarajan, “Feasibility of Pervious Concrete Pavement: A Case Study of Karanjade Node,” SSRG International Journal of Civil Engineering, vol. 6, no. 3, pp. 34-39, 2019. Crossref, https://doi.org/10.14445/23488352/IJCE-V6I3P105
[13] F. Moghadas Nejad, A.R. Azarhoosh, et al., “Influence of Using Nonmaterial to Reduce the Moisture Susceptibility of Hot Mix Asphalt,” Construction and Building Materials, vol. 31, pp. 384-388, 2012. Crossref, https://doi.org/10.1016/j.conbuildmat.2012.01.004
[14] Moses Gambo, Aje Tokan, et al., "Effect of Moisture Content on Nasarawu Natural Foundry Sand," International Journal of Recent Engineering Science, vol. 7, no. 4, pp. 1-6, 2020. Crossref, https://doi.org/10.14445/23497157/IJRES-V7I4P101.
[15] M.El-Shafie, I.M.Ibrahim, and A.M.M.Abd El Rahman, “The Addition Effects of Macro and Nano Clay on the Performance of Asphalt Binder,” Egyptian Journal of Petroleum, vol. 21, no. 2, pp. 149-154, 2012. Crossref, https://doi.org/10.1016/j.ejpe.2012.11.008
[16] Liping Lia, Shaopeng Wu, et al., “Effect of Organo-Montmorillonite Nano Clay on VOCS Inhibition of Bitumen,” Construction and Building Materials, vol. 146, pp. 429-435, 2017. Crossref, https://doi.org/10.1016/j.conbuildmat.2017.04.040
[17] [Online]. Available: https://Web.Uettaxila.Edu.Pk/Tite/Newequipments.htm
[18] Gholam Hossein Hamedi, Fereidoon Moghadas Nejad, and Khosro Oveisi, “Estimating the Moisture Damage of Asphalt Mixture Modified with Nano Zinc Oxide,” Materials and Structures, pp. 1165–1174, 2016. Crossref, http://Dx.doi.org/10.1617/S11527-015- 0566-X
[19] Prakash Somani, Vikash Maharaniya, Banwarilal Kumawat and Rahul Dev Rangera, “Strengthen of Flexible Pavement By Using Waste Plastic and Rubber,” SSRG International Journal of Civil Engineering (SSRG-IJCE), vol. 3, no. 6, 2016.
[20] Prabin Kumar Ashish A, Dharamveer Singh, and Siva Bohmb, “Evaluation of Rutting, Fatigue and Moisture Damage Performance of Nanoclay Modified Asphalt Binder,” Construction and Building Materials, vol. 113, pp. 341-350, 2016. Crossref, https://doi.org/10.1016/j.conbuildmat.2016.03.057
[21] [Online]. Available: https://www.ncbi.nlm.nih.gov/pmc/articles/pmc6804256/
[22][Online].Available:https://Pavementinteractive.Org/Reference-Desk/Testing/Asphalt-Tests/Moisture-
Susceptibility/#:~:Text=Moisture%20susceptibility%20is%20a%20primary,in%20the%20presence%20of%20water.
[23] Narender Singh, “Utilization of Plastic Waste to Improve the Properties of Aggregates Using Dry Process.”