Case Study of a High-Performance Concrete Bridge in Tennessee

Author:

Huo X. Sharon1223,Zhu Pingsheng1223,Ung Francis1223,Wasserman Edward P.1223

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Tennessee Technological Univ., P.O. Box 5015, Cookeville, TN 38505.

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Tennessee Technological Univ., P.O. Box 5015, Cookeville, TN 38505.

3. Director of Structures Division, Tennessee Dept. of Transportation, Suite 1100, James K. Polk Building, Nashville, TN 37243-0339.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. Barr P. Fekete E. Eberhard M. Stanton J. Khaleghi B. and Hsieh J. C. (2000). “High performance concrete in Washington state SR 18/SR 516 overcrossing: Interim report on girder monitoring.” Publication No. FHWA-RD-00-070 FHwA Washington D.C.

2. Bruce R. N. Russell H. G. and Roller J. J. (1998). “Implementation of high performance concrete in Louisiana bridges: Interim report.” LTRC No. 97-8SS Louisiana Transportation Research Center Baton Rouge La.

3. Huo X. and Tadros M. K. (1997a). “Application of high performance concrete in Giles Road Bridge Nebraska.” Proc. PCI/FHWA Int. Symp. on High Performance Concrete Precast/Prestressed Concrete Institute Chicago 646–656.

4. Huo X. and Tadros M. K. (1997b). “Time-dependent effects of high performance concrete bridge members.” Proc. PCI/FHWA Int. Symp. on High Performance Concrete Precast/Prestressed Concrete Institute Chicago 419–432.

5. Creep, shrinkage, and modulus of elasticity of high performance concrete;Huo X. S.;ACI Mater. J.,2001

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1. Shrinkage test of concrete: Methodology and variation of strain;Journal of Physics: Conference Series;2020-04-01

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