Load-Transfer Efficiencies of Rigid Airfield Pavement Joints Based on Stresses and Deflections

Author:

Wadkar Ashish12345,Mehta Yusuf12345,Cleary Douglas12345,Guo Edward12345,Musumeci Laura12345,Zapata Alejandro12345,Kettleson William12345

Affiliation:

1. Civil Engineer, AECOM; Rowan Univ., Dept. of Civil and Environmental Engineering, Glassboro, NJ.

2. Associate Professor, Rowan Univ., Dept. of Civil and Environmental Engineering, 201 Mullica Hill Rd., Glassboro, NJ 08028 (corresponding author).

3. Associate Professor, Rowan Univ., Dept. of Civil and Environmental Engineering, 201 Mullica Hill Rd., Glassboro, NJ 08028.

4. Chief Engineer, SRA International, 1201 New Rd., Suite 242, Linwood, NJ 08221.

5. Undergraduate Student, Rowan Univ., Dept. of Civil and Environmental Engineering, Glassboro, NJ.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Ahlvin R. G. (1991). “Origin of developments for structural design of pavements.” Technical Rep. GL-91-26 U.S. Army Corps of Engineers.

2. Brill D. R. and Guo E. H. (2000). “Load transfer in rigid airport pavement joints.” Proc. 26th Int. Air Transportation Conf. San Francisco.

3. Federal Aviation Administration (FAA). (1995). “Airport pavement design and evaluation.” Advisory Circular 150/5320-6D Washington DC.

4. Federal Aviation Administration (FAA). (2004). “Use of nondestructive testing in the evaluation of airport pavements.” Advisory Circular 150/5370-11A Washington DC.

5. Federal Aviation Administration (FAA). (2009). “FEAFAA—3D finite element based pavement analysis procedure.” 〈http://www.airporttech.tc.faa.gov/pavement/3dfem.asp〉.

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