Variation of In-Place Concrete Core Strength in Structures from Istanbul Area: Statistical Analysis of Concrete Core Data

Author:

Akcay Burcu1

Affiliation:

1. Dept. of Civil Engineering, Univ. of Kocaeli, TR-41040 Vinsan, Izmit, TR-41040, Turkey. E-mail: bakcay@ins.itu.edu.tr

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference5 articles.

1. American Society for Testing and Materials (ASTM). ( 1980). “Standard practice for dealing with outlying observations.” ASTM E178-80 Committee E 11 Philadelphia.

2. American Society for Testing and Materials (ASTM). ( 1983). “Standard practice for examination and sampling of hardened concrete in constructions.” ASTM C83 Committee C 8 Philadelphia.

3. American Society for Testing and Materials (ASTM). ( 1990). “Standard test method for obtaining and testing drilled cores and sawed beams of concrete.” ASTM C42-90 Committee C 9 Philadelphia.

4. Variation of in-place concrete strength in structures;Bartlett F. M.;ACI Mater. J.,1999

5. Testing and evaluation of concrete strength in structures;Sullivan P. J. E.;ACI Mater. J.,1991

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