Details:

Corporate Creators:
Missouri University of Science and Technology ;
Subject/TRT Terms:
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Materials--Compression Testing
Self-consolidating Concrete--Abrasion Resistance
Self-consolidating Concrete--Creep
Self-consolidating Concrete--Elastic Properties
Self-consolidating Concrete--Expansion And Contraction
Abrasion Resistance
Compressive Strength
Creep
Mechanical Tests
Modulus Of Elasticity
Self Compacting Concrete
Shrinkage
Specimens

Publication/ Report Number:
Project TRyy1103 ; cmr 13-003 ;
Project TRyy1103 ; cmr 13-003 ; Less -
Resource Type:
Tech Report ;
Geographical Coverage:
Missouri ;
Edition:
Final report.
Corporate Publisher:
Missouri. Dept. of Transportation ;
NTL Classification:
NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance
Abstract:
Concrete specimens were fabricated for shrinkage, creep, and abrasion resistance testing. Variations of self-consolidating concrete (SCC) and conventional concrete were all tested. The results were compared to previous similar testing programs and used to determine the adequacy of the materials for use in practice. The testing program consisted of normal strength (6000 psi) and high strength (10,000 psi) variations of SCC and conventional concrete. All specimens were tested for compressive strength, modulus of elasticity, shrinkage strain, creep strain, and abrasion resistance. All tests were performed according to their respective ASTM standard methods. In general, SCC performed well relative to conventional concrete at high strengths, but not as well at normal strengths for shrinkage and creep.
Format:
PDF ;
Collection(s):
US Transportation Collection
Main Document Checksum:
[+]
urn:sha256:be2f352e7ef305a3a6e0602d98dd681f2d411885d18e1f3b203e82015b9778d8
File Type:

Supporting Files

• No Additional Files

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