Effects of Excessive Pavement Joint Opening and Freezing on Sealants

Author:

Lee Seung Woo1,Stoffels Shelley M.2

Affiliation:

1. Assistant Professor of Civil Engineering, Kangnung National Univ., 123 Jibyeon-Dong, Gangneung, Gangwon-Do, Korea 210-702.

2. Associate Professor of Civil Engineering, Pennsylvania State Univ., 212 Sackett Building, University Park, PA 16802.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference15 articles.

1. American Association of State Highway Transportation Officials (AASHTO). (1986). “AASHTO guide for design of pavement structures 1986.” Washington D.C.

2. Bodocsi A. Minkarah I. and Rajagopal S. A. (1993). “Analysis of horizontal movements of joint and cracks in portland cement concrete pavements.” Transportation Research Record 1392 Transportation Research Board Washington D.C.

3. Darter M. I. and Barenberg E. J. (1977). Design of zero maintenance plain concrete pavement Vol. II—Design manual FHWA-RD-77-112 Federal Highway Administration Washington D.C.

4. Hall K. T. and Crovetti J. A. (2000). “LTPP data analysis: Relative performance of jointed plain concrete pavement with sealed and unsealed joints.” NCHRP Web Document 32 (Project SP20-50[2]) National Cooperative Highway Research Program.

5. Hawkins B. K. Ioannides A. M. and Minkarah I. A. (2000). “To seal or not to seal: Construction of a field experiment to resolve an age-old dilemma.” Transportation Research Board 79th Annual Meeting Washington D.C.

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