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http://dx.doi.org/10.7843/kgs.2017.33.12.75

Elastic Modulus and Layer Coefficient of Permeable Block Pavements Based on Plate Load Tests  

Choi, Yong-Jin (Dept. of Civil and Environmental Engrg., Pusan National Univ.)
Oh, Jeong-Ho (Dept. of Railroad Facility Engrg., Korea National Univ. of Transportation)
Han, Shin-In (R&D Center, Seoyeong Engrg. Co. Ltd.)
Ahn, Jaehun (Dept. of Civil and Environmental Engrg., Pusan National Univ.)
Shin, Hyun-Suk (Dept. of Civil and Environmental Engrg., Pusan National Univ.)
Publication Information
Journal of the Korean Geotechnical Society / v.33, no.12, 2017 , pp. 75-80 More about this Journal
Abstract
Permeable block pavement systems are widely used to relieve the flood and enhance water circulation. However, domestic design method has not yet been established well. Although AASHTO 93 flexible pavement design method is applied as a structural design method outside the country, there is a lack of information on layer coefficient of the permeable pavement materials, which makes it difficult to apply the design to various materials. Therefore, in this study, a method of calculating the layer coefficient of permeable block pavement materials by plate load test was presented and the layer coefficient of a permeable block pavement in a testbed was evaluated. Overall, calculated layer coefficient of open graded aggregate and permeable block pavement surface layer were similar to those of the conventional values. The presented method may be used to evaluate layer coefficients of permeable block pavements for design.
Keywords
Permeable block pavement; Pavement structural design; Layer coefficient; Plate load test;
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  • Reference
1 Lee, E., Kim, G., Ahn, J., and Shin, H.-S. (2017), "Surface Infiltration Rate of Permeable Block Pavements Depending on the Size of Filling Materials", Journal of the Korean Society of Hazard Mitigation, Vol.17, No.1, pp.227-233.
2 Ministry of Construction & Transportation (2007), Development of Eco-friendly 4S Pavement System, Final Report.
3 Oregon Department of Transportation (2011), ODOT Pavement Design Guide.
4 Pologruto, M. (2006), "Study of In Situ Pavement Material Properties Determined from FWD Testing", Journal of Transportation Engineering, Vol.132, No.9, pp.742-750.   DOI
5 Scholz, M. and Grabowiecki, P. (2007), "Review of Permeable Pavement Systems", Building and Environment, Vol.42, No.11, pp.3830-3836.   DOI
6 Seoul Metropolitan City (2013), Design, Construction and Maintenance Standards of Pitcher Block Pavement, ver.2.0.
7 Smith, D. R. (2011), Permeable Interlocking Concrete Pavements, Interlocking Concrete Pavement Institute (ICPI), Herndon, VA.
8 Swan, D. J. and Smith, D. R. (2009), "Development of the Permeable Design Pro Permeable Interlocking Concrete Pavement Design System", 9th. International Conference on Concrete Block Paving, Argentina, pp.18-21.
9 Zhou, H., Moore, L., Huddleston, J., and Gower, J. (1992), Free Draining Base Materials Properties, Final Report, HPR Project No.5283.
10 American Association of State Highway, and Transportation Officials (1993), AASHTO Guide for Design of Pavement Structures, 1993, AASHTO, Washington D.C.
11 American Society of Civil Engineers (2010), Structural Design of Interlocking Concrete Pavement for Municipal Streets and Roadways, ASCE, Reston, VA.
12 Bahia, H. U., Bosscher, P. J., Christensen, J., and Hu, Y. (2000), Layer Coefficients for New and Reprocessed Asphaltic Mixes, No.WI/SPR-04-00.
13 Han, W. S. (2011), "US Low Impact Development Applications and Implications for Urban Rainwater Management Improvements", Homeland Policy Brief, Vol.344, pp.1-6.
14 Hansen, K. (2008), Porous Asphalt Pavements for Stormwater Management, National Asphalt Pavement Association (NAPA), NAPA, Lanham, MD.
15 Hein, D. K., Strecker, E., Poresky, A., Roseen, R., and Venner, M. (2013), Permeable Shoulders with Stone Reservoirs, No.NCHRP 25-25 Task 82, Champaign, IL.
16 Huang, Y. H. (2004), Pavement Design and Analysis, Pearson/Prentice Hall, Upper Saddle River, NJ.
17 Korean Standards Association (2015), Standard Test Method for Plate Load Test on Soils for Road, KS F 2310:2015.