Effect on Surface Temperature Reduction of Asphalt Pavements with Cement–Based Materials Containing Ceramic Waste Powder
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32807
Effect on Surface Temperature Reduction of Asphalt Pavements with Cement–Based Materials Containing Ceramic Waste Powder

Authors: H. Higashiyama, M. Sano, F. Nakanishi, M. Sugiyama, O. Takahashi, S. Tsukuma

Abstract:

The heat island phenomenon becomes one of the environmental problems. As countermeasures in the field of road engineering, cool pavements such as water retaining pavements and solar radiation reflective pavements have been developed to reduce the surface temperature of asphalt pavements in the hot summer climate in Japan. The authors have studied on the water retaining pavements with cement–based grouting materials. The cement–based grouting materials consist of cement, ceramic waste powder, and natural zeolite. The ceramic waste powder is collected through the recycling process of electric porcelain insulators. In this study, mixing ratio between the ceramic waste powder and the natural zeolite and a type of cement for the cement–based grouting materials is investigated to measure the surface temperature of asphalt pavements in the outdoor. All of the developed cement–based grouting materials were confirmed to effectively reduce the surface temperature of the asphalt pavements. Especially, the cement–based grouting material using the ultra–rapid hardening cement with the mixing ratio of 0.7:0.3 between the ceramic waste powder and the natural zeolite reduced mostly the surface temperature by 20 °C and more.

Keywords: Ceramic waste powder, natural zeolite, road surface temperature, water retaining pavements.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1126451

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1655

References:


[1] T. Gustavsson, “Variation in road surface temperature due to topography and wind”, Theoretical and Applied Climatology, vol. 41, 1990, pp. 227–236.
[2] N. K. Bansal, S. N. Garg, and S. Kothari, “Effect of exterior surface color on the thermal performance of buildings”, Building and Environment, vol. 27, 1992, pp. 31–37.
[3] T. Asaeda and V. T. Ca, “Characteristics of permeable pavement during hot summer weather and impact on the thermal environment”, Building and Environment, vol. 35, 2000, pp. 363–375.
[4] T. Kinouchi, T. Yoshinaka, N. Fukae, and M. Kanda, “Development of cool pavement with dar colored high albedo coating,” In: Fifth Conference for the Urban Environment, 2004.
[5] A. Synnefa, M. Santamouris, and I. Livada, “A study of the thermal performance of reflective coatings for the urban environment”, Solar Energy, vol. 80, 2006, pp.968–981.
[6] A. Synnefa, M. Santamouris, and K. Apostolakis, “On the development, optical properties and thermal performance of cool colored coatings for the urban environment”, Solar Energy, vol. 81, 2007, pp. 488–497.
[7] M. Scholz and P. Grabowiecki, “Review of permeable pavement systems”, Building and Environment, vol. 42, 2007, pp. 3830–3836.
[8] T. Nakayama and T. Fujita, “Cooling effect of water–holding pavements made of new materials on water and heat budgets in urban areas”, Landscape and Urban Planning, vol. 96, 2010, pp. 57–67.
[9] A. Synnefa, T. Karlessi, N. Gaitani, M. Santamouris, D. N. Assimakopoulos, and C. Papakatsikas, “Experimental testing of cool colored thin layer asphalt and estimation of its potential to improve the urban microclimate,” Building and Environment, vol. 26, 2011, pp. 38–44.
[10] M. Santamouris, “Using cool pavements as a mitigation strategy to fight urban heat island–A review of the actual developments,” Renewable and Sustainable Energy Review, vol. 26, 2013, pp. 224–240.
[11] D. Yinfei, S. Qin, and W. Shengyue, “Highly oriented heat–induced structure of asphalt pavement for reducing pavement temperature”, Energy and Buildings, vol. 85, 2014, pp. 23–31.
[12] M. Hendel, M. Colombert, Y. Diab, and L. Royon, “Improving a pavement–watering method on the basis of pavement surface temperature measuremnts”, Urban Climate, vol. 10, 2014, pp. 189–200.
[13] Y. Qin and J. E. Hiller, “Understanding pavement–surface energy balance and its implications on cool pavement development”, Energy and Buildings, vol. 85, 2014, pp. 389–399.
[14] Y. Qin, “A review on the development of cool pavements to mitigate urban hear island effect”, Renewable and Sustainable Energy Reviews, vol. 52, 2015, pp. 445–459.
[15] M. Hendel and L. Royon, “The effect of pavement–watering on subsurface pavement temperatures”, Urban Climate, vol. 14, 2015, pp. 650–654.
[16] J. Yang, Z. H. Wang, and K. E. Kaloush, “Environmental impacts of reflective matrerials: Is high albedo a ‘silver bullet’ for mitigating urban heat island?”, Renewable and Sustainable Energy Reviews, vol. 47, 2015, pp. 830–843.
[17] H. Higashiyama, M. Sappakittipakorn, M. Sano, O. Takahashi, and S. Tsukuma, “Charateristics of chloride ingress into mortars containing ceramic waste aggregate,” Journal of Material Cycles and Waste Management, vol. 17, no. 3, 2015, pp. 513–521.
[18] H. Higashiyama, M. Sappakittipakorn, M. Mizukoshi, and O. Takahashi, “Mechanical properties and chloride diffusion of ceramic waste aggregate mortar containing ground granulated blast-furnace,” International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, vol. 9, no. 9, pp. 843–848.
[19] H. Higashiyama, M. Sano, F. Nakanishi, O. Takahashi, and S. Tsukuma, “Development of water absorption asphalt pavement having surface temperature rise reducing function and verification by field tests,” Hosou, Kensetsutosho, vol. 51, no. 1, 2016, pp. 19–23 (in Japanese).
[20] H. Higashiyama, M. Sano, F. Nakanishi, O. Takahashi, and S. Tsukuma, “Field measurements of road surface temperature of several asphalt pavements with temperature rise reducing function”, Case Studies in Construction Materials, vol. 4, 2016, pp. 73–80.
[21] Japan Society and Civil Engineering, “Test method for flowability of grout mortar for prepacked concrete (P–type funnel method), JSCE–F 521–1999,” Standard Specifications for Concrete Structures, Test Methods and Specifications, 2005, p. 209 (in Japanese).
[22] Japan Society and Civil Engineering, “Test method for compressive strength of mortar and cement paste sing cylindrical specimens, JSCE–G 505–1999,” Standard Specifications for Concrete Structures, Test Methods and Specifications, 2005, pp. 247– 248 (in Japanese).