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Abstract
. Two-stage concrete (TSC) is a special type of concrete that the method of its construction and implementation is different from conventional one. In TSC, coarse aggregate particles are first placed in the formwork and voids between them are subsequently injected with a special cementations mixture. TSC has been successfully used in many applications, such as underwater construction, casting concrete sections congested with reinforcement and concrete repair. Coarse aggregate forms about 60% of the total volume of TSC, while coarse aggregate forms about 40% of the total volume of conventional concrete. In TSC stresses are transferred through contact areas between coarse aggregate particles. In this paper coarse aggregate size influence on strength parameters of TSC and comparing it with conventional concrete is done (by uniaxial compressive strength test and Brazilian tensile strength test). According to results of tests in this paper, the TSC with finest grain of coarse aggregate has higher compressive and tensile strength, higher modulus of elasticity and less Poisson’s ratio from conventional concrete.
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Authors (5)
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Farzam Omidimoaf mgr inż.
- University of Qom Department of Civil Engineering
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Ali M. Rajabi prof. dr inż.
- University of Tehran Engineering Geology Department
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Cite as
Full text
- Publication version
- Accepted or Published Version
- License
- Copyright (SIGMA-NOT Sp. z o. o.)
Keywords
Details
- Category:
- Articles
- Type:
- artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
- Published in:
-
Materiały Budowlane
pages 2 - 4,
ISSN: 0137-2971 - Language:
- English
- Publication year:
- 2019
- Bibliographic description:
- Omidimoaf F., Rajabi A. M., Abdelgader H. S., Kurpińska M., Wilde K.: Effect of coarse grain aggregate on strength parameters of two-stage concrete// Materiały Budowlane. -., iss. 3 (2019), s.2-4
- DOI:
- Digital Object Identifier (open in new tab) 10.15199/33.2019.03.01
- Verified by:
- Gdańsk University of Technology
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