Mechanical Property Prediction for High Early Strength Self-Consolidating Concrete-Reference-Cited by-同舟云学术

Mechanical Property Prediction for High Early Strength Self-Consolidating Concrete

Author:

Kim Young Hoon¹,Trejo David²,Atahan Hakan N.³,Hueste Mary Beth D.⁴

Affiliation:

1. Assistant Professor, Civil and Environmental Engineering, Univ. of Louisville, Louisville, KY (corresponding author).

2. Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR.

3. Associate Professor, Civil Engineering, Istanbul Technical Univ., Istanbul, Turkey.

4. Professor, Zachry Dept. of Civil Engineering, , College Station, TX.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference43 articles.

1. AASHTO. (2004a). “Standard method of test for making and curing concrete test specimens in the lab.” T126 Washington DC.

2. AASHTO. (2004b). “Standard method of test for compressive strength of cylindrical concrete specimens.” T22 Washington DC.

3. AASHTO. (2004c). “Standard method of test for splitting tensile strength of cylindrical concrete specimens.” T198 Washington DC.

4. AASHTO. (2004d). “Standard method of test for flexural strength of concrete (using simple beam with third-point loading).” T97 Washington DC.

5. AASHTO. (2006). “Bridge design specifications and commentary.” AASHTO Washington DC.

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