Skip to main content
Disciplines
Automotive Business IT + Informatics Construction + Real Estate Electrical Engineering + Electronics Energy + Sustainability Insurance + Risk Finance + Banking Management + Leadership Marketing + Sales Mechanical Engineering + Materials
Events
DE
EN
Books
Journals
Topic Page
Marketing
Start single access now
Access for companies
EXTENDED SEARCH
Log in
Top
Arabian Journal for Science and Engineering
Published in: Arabian Journal for Science and Engineering 5/2021

24-10-2020 | Research Article-Civil Engineering

Investigation of the Impact of Deicer Materials on Thermodynamic Parameters and Its Relationship with Moisture Susceptibility in Modified Asphalt Mixtures by Carbon Nanotube

Authors: Vahid Najafi Moghaddam Gilani, Seyed Mohsen Hosseinian, Daniel Safari, Mojtaba Bagheri Movahhed

Published in: Arabian Journal for Science and Engineering | Issue 5/2021

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Road maintenance in winter is one of the road engineers’ concerns, especially asphalt specialists. As pavement frosts lead to road closures and accidents, one of the ways to prevent these events is spraying deicer materials on the pavement surface. Therefore, investigation of the impact of the deicer materials on asphalt is essential. So in this study, the effect of deicer materials on the moisture susceptibility of base asphalt mixtures and modified ones by carbon nanotube (CNT) was investigated utilizing penetration and softening point tests and surface free energy (SFE) concept and dynamic modulus (DM) test. Two common deicers CaCl2 and MgCl2 along with distilled water (DW) were used. Results indicated that using CNT increased the softening point and reduced the penetration degree of modified bitumens, which increased the penetration index amounts and improved the sensitivity of the samples against temperature variations. The SFE results showed that modifying bitumen with CNT led to an increase in adhesion free energy (AFE). The samples saturated in CaCl2 and modified with 1% CNT had the highest CFE values. The MgCl2 solution had less detachment energy, which reduced the energy of the system and stripping occurred sooner. Results of the DM test showed that CNT increased the wet-to-dry DM ratio in saturated conditions with deicer materials and DW, improving the resistance of the saturated mixtures to moisture. The GMDH model compared to the MVR method had higher accuracy and less error in prediction of stripping percentage with the R2 value of 99.46%.
previous article Experimental and Numerical Studies on Pull-out Behavior of Granular Anchor Pile Foundation Embedded in Sandy Soil
next article Energy Dissipation in 3D Structure having Multiple Uplifts During Dynamic Loading

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

inform now
Literature
1.
Goh, S.W., et al.: Effect of deicing solutions on the tensile strength of micro-or nano-modified asphalt mixture. Constr. Build. Mater. 25(1), 195–200 (2011)CrossRef
2.
Behbahani, H.; Hamedi, G.H.; Najafi Moghaddam Gilani, V.: Effects of asphalt binder modifying with nano hydrated lime on moisture susceptibility of asphalt mixtures with thermodynamically concepts. Pet. Sci. Technol. 38(4), 297–302 (2020)CrossRef
3.
Hamedi, G.H.; Nejad, F.M.: The employment of thermodynamic and mechanical methods to evaluate the impact of nanomaterials on moisture damage of HMA. Mater. Struct. 49(11), 4483–4495 (2016)CrossRef
4.
Yin, Y., et al.: Unified construction of dynamic rheological master curve of asphalts and asphalt mixtures. Int. J. Civ. Eng. 16(9), 1057–1067 (2018)CrossRef
5.
Wang, Z., et al.: Investigation on snow-melting performance of asphalt mixtures incorporating with salt-storage aggregates. Constr. Build. Mater. 142, 187–198 (2017)CrossRef
6.
Taherkhani, H.; Tajdini, M.: Comparing the effects of nano-silica and hydrated lime on the properties of asphalt concrete. Constr. Build. Mater. 218, 308–315 (2019)CrossRef
7.
Hamedi, G.H.: Effects of polymeric coating the aggregate surface on reducing moisture sensitivity of asphalt mixtures. Int. J. Civ. Eng. 16(9), 1097–1107 (2018)CrossRef
8.
Hamedi, G.H.: Investigating the use of nano coating over the aggregate surface on moisture damage of asphalt mixtures. Int. J. Civ. Eng. 16(6), 659–669 (2018)CrossRef
9.
Bargegol, I., et al.: Comparison and evaluation of fatigue behavior of asphalt concrete mixtures containing different recycled additives. Comput. Res. Progress Appl. Sci. Eng. 1(1), 23–28 (2015)
10.
Behbahani, H., et al.: Improving the moisture performance of hot mix glass asphalt by high-density polyethylene as an asphalt binder modifier. Int. J. Sustain. Build. Technol. Urban Dev. 10(4), 184–193 (2019)
11.
Behbahani, H., et al.: Evaluation of fatigue and rutting behaviour of hot mix asphalt containing rock wool. Int. J. Civ. Eng. 18, 1293–1300 (2020)CrossRef
12.
Diab, A., et al.: Moisture susceptibility evaluation of nanosize hydrated lime-modified asphalt-aggregate systems based on surface free energy concept. Transp. Res. Rec. 2446(1), 52–59 (2014)CrossRef
13.
Mansour, F.; Vahid, V.: Effect of liquid nano material and hydrated lime in improving the moisture behaviour of HMA. Transp. Res. Procedia 17, 506–512 (2016)CrossRef
14.
Venudharan, V.; Biligiri, K.P.: Estimation of phase angles of asphalt mixtures using resilient modulus test. Constr. Build. Mater. 82, 274–286 (2015)CrossRef
15.
Nyamuhokya, T.P., et al.: Preliminary investigation of the relationship between HMA compressive and tensile dynamic modulus. Constr. Build. Mater. 128, 461–470 (2016)CrossRef
16.
Dougan, C.E., et al.: E*-Dynamic Modulus Test Protocol: Problems and Solutions. University of Connecticut. Connecticut Transportation Institute, Mansfield (2003)
17.
Liu, Z., et al.: Influence of the chloride-based anti-freeze filler on the properties of asphalt mixtures. Constr. Build. Mater. 51, 133–140 (2014)CrossRef
18.
Liu, Z., et al.: Low temperature property and salt releasing characteristics of antifreeze asphalt concrete under static and dynamic conditions. Cold Reg. Sci. Technol. 114, 9–14 (2015)CrossRef
19.
Ma, T., et al.: Experimental study of deicing asphalt mixture with anti-icing additives. Constr. Build. Mater. 127, 653–662 (2016)CrossRef
20.
Wang, Z., et al.: Laboratory investigation on deicing characteristics of asphalt mixtures using magnetite aggregate as microwave-absorbing materials. Constr. Build. Mater. 124, 589–597 (2016)CrossRef
21.
Wei, H., et al.: Evaluation of anti-icing performance for crumb rubber and diatomite compound modified asphalt mixture. Constr. Build. Mater. 107, 109–116 (2016)CrossRef
22.
Min, Z., et al.: Performances evaluation of epoxy asphalt mixture containing snow-melting agent. Constr. Build. Mater. 155, 762–769 (2017)CrossRef
23.
Feng, D., et al.: Impact of salt and freeze–thaw cycles on performance of asphalt mixtures in coastal frozen region of China. Cold Reg. Sci. Technol. 62(1), 34–41 (2010)CrossRef
24.
Mei, Y., et al.: Fatigue life prediction of asphalt pavement based on cumulative damage. In: 2010 International Conference on Mechanic Automation and Control Engineering. IEEE (2010)
25.
Özgan, E.; Serin, S.: Investigation of certain engineering characteristics of asphalt concrete exposed to freeze–thaw cycles. Cold Reg. Sci. Technol. 85, 131–136 (2013)CrossRef
26.
Goh, S.W.; You, Z.: Evaluation of hot-mix asphalt distress under rapid freeze-thaw cycles using image processing technique. In: CICTP 2012: Multimodal Transportation Systems—Convenient, Safe, Cost-Effective, Efficient, pp. 3305–3315 (2012)
27.
Zeng, X., et al.: Deterioration mechanism of CA mortar due to simulated acid rain. Constr. Build. Mater. 168, 1008–1015 (2018)CrossRef
28.
McCutchon, J.; Joseph, A.; Valkenberg, J.: Assessment of the effect of urea deicing solution on asphaltic concrete pavements. In: Proceedings of the Annual Conference-Canadian Technical Asphalt Association. Polyscience Publications Inc. (1998)
29.
Farha, M., et al.: Effects of new deicing alternatives on airfield asphalt concrete pavements. In: Federal Aviation Administration Technology Transfer Conference (2002)
30.
Pan, T., Mitigation of moisture & deicer effects on asphalt thermal cracking through polymer modification, Citeseer (2006)
31.
Pan, T.; He, X.; Shi, X.: Laboratory investigation of acetate-based deicing/anti-icing agents deteriorating airfield asphalt concrete. Asphalt Paving Technol.Proc. 77, 773 (2008)
32.
Shi, X., et al.: Deicer impacts on pavement materials: introduction and recent developments. Open Civ. Eng. J. 3(1), 16–27 (2009)CrossRef
33.
Santagata, E.; Baglieri, O.; Riviera, P.P.: Effect of anti-icing chemicals on stripping of asphalt concrete mixtures for airport runway wearing courses. In: Airfield and Highway Pavement 2013: Sustainable and Efficient Pavements, pp. 1229–1239 (2013)
34.
Fakhri, M., et al.: Effects of deicing agents on moisture susceptibility of the WMA containing recycled crumb rubber. Constr. Build. Mater. 227, 116581 (2019)CrossRef
35.
Cheng, D.: Surface free energy of asphalt-aggregate system and performance analysis of asphalt concrete based on surface free energy. Ph.D. Dissertation, Texas A&M University, Texas, US State (2003)
36.
Hefer, A.; Little, R.: Towards quantification of adhesion and water stripping in bituminous materials using modern surface energy theory. SATC 2005, 115–124 (2005)
37.
Bhasin, A., et al.: Limits on adhesive bond energy for improved resistance of hot-mix asphalt to moisture damage. Transp. Res. Rec. 1970(1), 2–13 (2006)MathSciNetCrossRef
38.
Arabani, M.; Hamedi, G.H.: Using the surface free energy method to evaluate the effects of polymeric aggregate treatment on moisture damage in hot-mix asphalt. J. Mater. Civ. Eng. 23(6), 802–811 (2011)CrossRef
39.
Hamedi, G.H.; Nejad, F.M.; Oveisi, K.: Estimating the moisture damage of asphalt mixture modified with nano zinc oxide. Mater. Struct. 49(4), 1165–1174 (2016)CrossRef
40.
Kakar, M.R., et al.: Surface free energy and moisture susceptibility evaluation of asphalt binders modified with surfactant-based chemical additive. J. Clean. Prod. 112, 2342–2353 (2016)CrossRef
41.
Sakanlou, F.; Shirmohammadi, H.; Hamedi, G.H.: Investigating the effect of filler types on thermodynamic parameters and their relationship with moisture sensitivity of asphalt mixes. Mater. Struct. 51(2), 39 (2018)CrossRef
42.
Hamedi, G.H., et al.: Applying asphalt binder modifier in reducing moisture-induced damage of asphalt mixtures. European J. Environ. Civ. Eng. 1–18 (2019)
43.
ASTM D5581-07a (2013) Standard test method for resistance to plastic flow of bituminous mixtures using marshall apparatus (6 inch-Diameter Specimen). ASTM International, West Conshohocken (2013)
44.
Ameri, M.; Nasr, D.: Properties of asphalt modified with devulcanized polyethylene terephthalate. Pet. Sci. Technol. 34(16), 1424–1430 (2016)CrossRef
45.
Hefer, A.W.: Adhesion in Bitumen-Aggregate Systems and Quantification of the Effect of Water on the Adhesive Bond. Texas A&M University, College Station (2005)
46.
Little, D.N.; Bhasin, A.: Using surface energy measurements to select materials for asphalt pavement, Rep. No. NCHRP Project 9–37. Washington, DC: Transp. Res. Rec. (2006)
47.
Shah, B.D.: Evaluation of Moisture Damage Within Asphalt Concrete Mixes. Texas A&M University, College Station (2004)
48.
Bargegol, I., et al.: Delay modeling of un-signalized roundabouts using neural network and regression. Comput. Res. Progress Appl. Sci. Eng. 2(1), 28–34 (2016)
49.
Behbahani, H., et al.: Investigation of un-signalized roundabouts delay with adaptive-network-based fuzzy inference system and fuzzy logic. Comput. Res. Progress Appl. Sci. 2(4), 1–7 (2016)
50.
Bargegol, I.; Najafi Moghaddam Gilani, V.; Jamshidpour, F.: Relationship between pedestrians’ speed, density and flow rate of crossings through urban intersections (case study: Rasht Metropolis). Int. J. Eng.-Trans. C: Asp. 30(12), 1814–1821 (2017)
51.
Ivakhnenko, A.G.: The group method of data of handling; a rival of the method of stochastic approximation. Sov. Autom. Control 13, 43–55 (1968)
52.
Farlow, S.J.: The GMDH algorithm of Ivakhnenko. Am. Stat. 35(4), 210–215 (1981)
53.
54.
Ziari, H., et al.: Prediction of IRI in short and long terms for flexible pavements: ANN and GMDH methods. Int. J. Pavement Eng. 17(9), 776–788 (2016)CrossRef
55.
Sezavar, R.; Shafabakhsh, G.; Mirabdolazimi, S.M.: New model of moisture susceptibility of nano silica-modified asphalt concrete using GMDH algorithm. Constr. Build. Mater. 211, 528–538 (2019)CrossRef
56.
Kim, H.-Y.: Statistical notes for clinical researchers: assessing normal distribution (2) using skewness and kurtosis. Restor. Dent. Endod. 38(1), 52–54 (2013)CrossRef
57.
Benesty, J., et al.: Pearson correlation coefficient. In: Noise Reduction in Speech Processing. Springer, pp. 1–4 (2009)
58.
Abdi, A., et al.: Dynamic modelling of the effects of combined horizontal and vertical curves on side friction factor and lateral acceleration. In: IOP Conference Series: Materials Science and Engineering. IOP Publishing (2019)
Metadata
Title
Investigation of the Impact of Deicer Materials on Thermodynamic Parameters and Its Relationship with Moisture Susceptibility in Modified Asphalt Mixtures by Carbon Nanotube
Authors
Vahid Najafi Moghaddam Gilani
Seyed Mohsen Hosseinian
Daniel Safari
Mojtaba Bagheri Movahhed
Publication date
24-10-2020
Publisher
Springer Berlin Heidelberg
Published in
Arabian Journal for Science and Engineering / Issue 5/2021
Print ISSN: 2193-567X
Electronic ISSN: 2191-4281
DOI
https://doi.org/10.1007/s13369-020-05000-9

Other articles of this Issue 5/2021

Arabian Journal for Science and Engineering 5/2021 Go to the issue

Research Article-Civil Engineering

Preparedness for Mass Gatherings: A Simulation-Based Framework for Flow Control and Management Using Crowd Monitoring Data

Research Article-Civil Engineering

A Novel Denoising Model of Underwater Drilling and Blasting Vibration Signal Based on CEEMDAN

Research Article-Civil Engineering

Lateral Bearing Behaviors of Slightly Inclined Single Pile with Different Pile Head Restraint Under Combined Loads

Research Article-Civil Engineering

Uplift Behavior of Belled Piles Subjected to Static Loading

Research Article-Civil Engineering

Artificial Intelligence-Based Protocol for Macroscopic Traffic Simulation Model Development

Research Article-Civil Engineering

Studies on Biocementation of Mortar and Identification of Causative Bacteria

Premium Partners

    Image Credits