Experimental study of the high performance concrete in triaxial compression

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00220511" target="_blank" >RIV/68407700:21110/14:00220511 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Experimental study of the high performance concrete in triaxial compression
Original language description
In this paper we present an experimental study of the high performance concrete (HPC) in triaxial compression. The examined high performance concrete was developed at the Experimental Center, of the Faculty of Civil Engineering, CTU in Prague from the components locally available and, in addition, without using any special mixing technique or curing procedure. The uniaxial compressive strength was found out to be 130 MPa. We examined the behavior of HPC in triaxial compression in two different ways. Thefirst way was triaxial chamber where cylinders were tested. The cylinders were 200 mm high and 100 mm in diameter. We tested cylinders in triaxial chamber under lateral stress equal to 10, 20 and 30 MPa. The second way of testing HPC in the triaxial compression was a triaxial loading machine where cubes were tested. The length of the cubes was 100 mm. We tested cubes under lateral stresses equal to 15, 30, 60 and 90 MPa. We provided two equations for both cylinders and cubes. Both equat
Czech name
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Czech description
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Project
<a href="/en/project/VG20102014003" target="_blank" >VG20102014003: Experimental development of high-performance concrete with improved resistance against shock loading and high explosion energy absorption and dissipation capacity</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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