RESILIENT POISSON'S RATIO OF HYDRAULIC, GRADED IRON AND STEEL SLAG BASE-COURSE MATERIAL FOR PAVEMENT RESPONSE ANALYSIS

Author:

YOSHIDA Nobuyuki1

Affiliation:

1. Research Center for Urban Safety and Security, Kobe University

Publisher

Japan Society of Civil Engineers

Reference22 articles.

1. 1) Japanese Standards Association : Iron and steel slag for road construction, JIS A 5015, 1992 Edition , Japanese Standards Association, Tokyo, 20p., 1993.

2. 2) American Association of St ate Highway and Transportation Officials : Mechanistic-Emperical Pavement Design Guide, A Manual of Practice , American Association of State Highway and Transportation Officials, 204p., 2008.

3. 3) Japan Road Association : Pavement Design Guide , Japan Road Association, pp. 109-113, 2006.

4. 4) Barksdale, R.D., Alba, J., Khosla, N.P., Kim, R., Lambe, P.C. and Rahman, M.S. : Labor atory Determinatiton of resilient modulus for flexible pavement design, Final report, Transportation Research Board, 294p., 1997.

5. 5) Lekarp, F., Isacsson, U. and Dawson, A. : Resilient response of unbound aggregates, State of the Art I, Journal of Transportation Engineering , ASCE, pp. 66-75, 2000.

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