Davis Wade Stadium Expansion and Renovation: Performance of Concrete Produced with Portland-Limestone Cement, Fly Ash, and Slag Cement

Author:

Howard Isaac L.1,Shannon Jay2,Cost V. Tim3,Stovall Mark4

Affiliation:

1. Associate Professor, Materials and Construction Industries Chair, Dept. of Civil and Environmental Engineering, Mississippi State Univ., 501 Hardy Rd., P.O. Box 9546, Starkville, MS 39762 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Mississippi State Univ., 501 Hardy Rd., P.O. Box 9546, Starkville, MS 39762.

3. Senior Technical Service Engineer, Holcim (US), Inc., 121 Hampton Hills Blvd., Canton, MS 39406.

4. Regional Quality Assurance Manager, MMC Materials, Inc., 217 Industrial Park Rd., Starkville, MS 39759.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference38 articles.

1. AASHTO. (2011). “Standard method of test for surface resistivity indication of concrete’s ability to resist chloride ion penetration.” TP95-11 Washington DC.

2. AASHTO. (2014). “Standard specification for blended hydraulic cement.” M240-14 Washington DC.

3. ASTM. (2008). “Standard test method for time of setting of concrete mixtures by penetration resistance.” C403-08 West Conshohocken PA.

4. ASTM. (2011a). “Standard performance specification for hydraulic cement.” C1157-11 West Conshohocken PA.

5. ASTM. (2011b). “Standard practice for estimating concrete strength by the maturity method.” C1074-11 West Conshohocken PA.

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