Proof and Comments on Extensively Used Assumption in PCC Pavement Analysis and Evaluation

Author:

Guo Edward H.1

Affiliation:

1. Galaxy Scientific Corporation, 3120 Fire Rd., Egg Harbor Township, NJ 08234.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference9 articles.

1. Crovetti J. A. and Crovetti M. R. T. (1994). “Evaluation of support conditions under jointed concrete pavement slabs.” Nondestructive testing of pavements and backcalculation of moduli ASTM West Conshohocken Pa. 455–472.

2. Crovetti J. A. (1996). “Field evaluation of support uniformity under jointed concrete slabs.” Proc. in TRB 75th Annual Meeting Transportation Research Board Washington D.C.

3. Federal Aviation Administration (FAA). (1978). “Advisory circular: Airport pavement design and evaluation.” FAA 150-5320/6C Washington D.C.

4. Federal Aviation Administration (FAA). (1995). “Advisory circular: Airport pavement design and evaluation.” FAA 150-5320/6D Washington D.C.

5. Guo H. (2001). “Back-estimation of slab curling and joint stiffness.” Proc. 7th Int. Conf. on Concrete Pavements ISCP (International Society of Concrete Pavements) Orlando Fla. 39–54.

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1. Load Transfer Characteristics of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs;Transportation Research Record: Journal of the Transportation Research Board;2014-01

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3. Effect of Aircraft Gear Positions and Gear Configurations on Load Transfer Efficiency of Airfield Rigid Pavement Joints;Road Pavement and Material Characterization, Modeling, and Maintenance;2011-05-16

4. Analysis of concrete pavement strain data and behaviour during joint formation;International Journal of Pavement Engineering;2010-06

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