Statistical Determination of Cracking Probability for Mass Concrete

Author:

Riding Kyle A.1,Poole Jonathan L.2,Schindler Anton K.3,Juenger Maria C. G.4,Folliard Kevin J.5

Affiliation:

1. Associate Professor, Kansas State Univ., 2118 Fiedler Hall, Manhattan, KS 66506 (corresponding author).

2. Senior Engineer, CTL Group, 3737 Executive Center Dr. Suite 255, Austin, TX 78731.

3. Professor, Auburn Univ., 238 Harbert Engineering Center, Auburn, AL 36849.

4. Associate Professor, Univ. of Texas at Austin, Civil, Architectural and Environmental Engineering Dept.-STR, 301 E. Dean Keeton St. Stop C1748, Austin, TX 78712.

5. Professor, Univ. of Texas at Austin, Civil, Architectural and Environmental Engineering Dept.-STR, 301 E. Dean Keeton St. Stop C1748, Austin, TX 78712.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference31 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2008). “Standard practice for estimating the crack tendency of concrete.” T 334-08 Washington DC.

2. American Concrete Institute (ACI). (2007). “Report on thermal volume change effects on cracking of mass concrete.” ACI 207.2R ACI Committee Detroit.

3. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary.” ACI Building Code Committee Detroit.

4. Evaluation of ratio between splitting tensile strength and compressive strength for concretes up to 120 MPa and its application in strength criterion;Arιoglu N.;ACI Mater. J.,2006

5. ASTM. (2003). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” C618 West Conshohocken PA.

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