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Analysis of Carbon Emission during Hot In-place Recycling Asphalt Pavement Construction |
CHAI Ming-ming1, LI Ming2, QI Gui-cai3, WANG Teng1 |
1. School of Civil Engineering, Chongqing Jiaotomg University, Chongqing 400074, China;
2. Jiujiang Highway Administration of Jiangxi Ganyue Expressway Co., Ltd., Jiujiang Jiangxi 332000, China;
3. Wuyuan Branch of Shangrao Highway Administration, Shangrao Jiangxi, 333200, China |
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Abstract To analyze carbon emission during hot in-place recycling asphalt pavement construction, the construction period is divided into material production and pavement construction using the life cycle analysis method. Then, a carbon emission model is established according to the multiplication principle of the carbon emission coefficient and activity data. On the basis of an engineering example, carbon emission during pavement construction is calculated; carbon emission with different new material ratios, recycled material haul distances, and utilization rates of recycling asphalt mixture is quantified; and the carbon emissions of four pavement maintenance technologies are compared. Results show the following conditions. (1) The carbon emissions of material production and pavement construction account for 20% and 80%, respectively. (2) Carbon emission increases by 2% with an increase of 1% in hot in-place recycling new material ratio. (3) The haul distance of recycled asphalt mixture is 42 km when hot mix plant recycling with 100% utilization rate of recycled asphalt mixture produces equal carbon emission with hot in-place recycling. When the haul distance is over 42 km, the carbon emission of hot in-place recycling is less than that hot mix plant recycling. When the utilization rate of recycling asphalt mixture is lower than 75%, the carbon emission of hot in-place recycling is always less than that of hot mix plant recycling regardless of haul distance. (4) Compared with that in hot in-place recycling, the increase in amplitude of carbon emission on micro-surface, ultra-thin overlay, and mill-and-resurface asphalt pavement is 53%, 72%, and 79%, respectively.
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Received: 26 June 2017
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Fund:Supported by the Science and Technology Project of Chongqing Science and Technology Committee(No.cstc2015-Jcs30001); the Traffic Science and Technology Project of Jiangxi Province(No.2015B0050); the Science and Technology Project of Chongqing Traffic Committee(No.2015JDH-0174); the Scientific Research Innovation Project of Chongqing Postgraduate(No.CYB14089) |
Corresponding Authors:
CHAI Ming-ming
E-mail: CMMTGMH@163.com
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[1] WU Jun-wei. Development and Application of Carbon Emissions Calculation and Analysis Models in Road Engineering[J]. Urban Roads Bridges & Floods Control, 2011(7):248-250,274,20. (in Chinese)
[2] Ministry of Transport. Work Guidance on Accelerating the Recycling Road Pavement Material[EB/OL].[2012-09-27].http://www.mot.gov.cn/sj/gonglj/gongluyh_glj/201408/t20140813_1668887.html. (in Chinese)
[3] ZAPATA P,GAMBATESE J A. Energy Consumption of Asphalt and Reinforced Concrete Pavement Materials and Construction[J]. Journal of Infrastructure Systems, 2005, 11(1):9-20.
[4] AURANGZEB Q, AL-QADI I L, OZER H, et al. Hybrid Life Cycle Assessment for Asphalt Mixtures with High RAP Content. Resources[J]. Resources Conservation & Recycling, 2014, 83(1):77-86.
[5] SHANG Chun-jing, ZHANG Zhi-hui, LI Xiao-dong. Research on Energy Consumption and Emission of Life Cycle of Expressway[J].Journal of Highway and Transportation Research and Development, 2010, 27(8):149-154. (in Chinese)
[6] WANG Xian-wei,WU Ling-sheng,YANG Dong-yuan. Calculation and Analysis of CO2 Emission from Expressway Construction[J]. Journal of Highway and Transportation Research and Development, 2014,31(2):150-158. (in Chinese)
[7] IPCC National Greenhouse Gas Listing Task Force.IPCC2006,IPCC Guidelines for National Greenhouse Gas Inventories[M]. Kanagawa,Japan:Institute for Global Environmental Strategies, 2006.
[8] GB-T2589-2008,Genaral Principles for Calculation of Total Production Energy Consumption[S]. (in Chinese)
[9] Ministry of Transport. Energy-saving and Emission-reduction or Investment Accounting Rules(PartⅡ)[EB/OL].[2014-04-04].http://jnzx.mot.gov.cn/gonggaotongzhi/201404/t20140404_1601780.html. (in Chinese)[ZK)]
[10] HJ443-2008,Cleaner Production Standard-Petroleum Refinery Industry(Bitumen)[S]. (in Chinese)
[11] ZHANG Yi. Research on Assessment Technology of Asphalt Pavement Life Cycle Energy Consumption and Environmental Emissions[R]. Shanghai:Tongji University, 2014. (in Chinese)
[12] STRIPPLE H. Life Cycle Inventory of Asphalt Pavements[M]. Gothenburg:IVL Swedish Environmental Research Institute Ltd., 2001.
[13] JTG/T B06-02-2007, Highway Engineering Budget Quota[S]. (in Chinese)
[14] JTG/T B06-02-2007, Highway Engineering Machine-team Budget Quota[S]. (in Chinese)
[15] REN Shu-jing, QI Guang-tian. Model SY4500 Hot-in-place Recycling Reclamation and Repaving Machine Train for Asphalt Pavements[J].Construction Machinery and Equipment, 2009,40(6):18-19. (in Chinese) |
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