Prediction of Dam Concrete Compressive and Splitting Tensile Strength Based on Wet-Screened Concrete Test Results

Author:

Serra Carlos1,Batista António Lopes2,Azevedo Nuno Monteiro3,Custódio João4

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Faculdade de Ciências e Tecnologia, Universidade Nova de Lisboa, 2829-516 Caparica, Portugal; Doctoral Research Fellow, National Laboratory for Civil Engineering, Concrete Dams Dept., Av. Brasil 101, 1700-066 Lisboa, Portugal (corresponding author).

2. Invited Associate Professor, Dept. of Civil Engineering, Faculdade de Ciências e Tecnologia, Universidade Nova de Lisboa, 2829-516 Caparica, Portugal; Senior Researcher, Head of the Department, National Laboratory for Civil Engineering, Concrete Dams Dept., Av. Brasil 101, 1700-066 Lisboa, Portugal.

3. Research Officer, National Laboratory for Civil Engineering, Dept. of Concrete Dams, Av. Brasil 101, 1700-066 Lisboa, Portugal.

4. Assistant Researcher, National Laboratory for Civil Engineering, Dept. of Materials, Av. Brasil 101, 1700-066 Lisboa, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference32 articles.

1. Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression;Akçaoglu T.;Cem. Concr. Compos.,2004

2. Size effect in blunt fracture: Concrete, rock metal;Bažant Z. P.;J. Eng. Mech.,1984

3. Bažant Z. P. (1994). “Recent advances in fracture mechanics size effect and rate dependence of concrete: Implication for dams.” Int. Workshop on Dam Fracture and Damage E. Bourdarot J. Mazars and V. Saouma eds. A.A. Balkema Rotterdam Netherlands 41–54.

4. Mass concrete tests in large cylinders;Blanks R. F.;J. Proc.,1935

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