dc.contributor.author |
Sarıdemir, Mustafa |
|
dc.date.accessioned |
2021-08-26T06:52:08Z |
|
dc.date.available |
2021-08-26T06:52:08Z |
|
dc.date.issued |
2020-06-08 |
|
dc.identifier.citation |
Sarıdemir, M., Çelikten, S., Çiflikli, M., & Karahancer, M. (2021). Influence of calcined diatomite content and elevated temperatures on the properties of high strength mortars produced with basalt sand. Structural Concrete, 22, E273-E290. |
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dc.identifier.uri |
http://hdl.handle.net/20.500.11787/4350 |
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dc.description.abstract |
In this paper, the effect of calcined diatomite (CDT) content on the mechanical, microstructural, and mineralogical properties of high strength mortars (HSMs) exposed to 25, 400, 600, 800, and 1,000°C temperatures is investigated. The percentages of CDT that replace Portland cement (PC) in this work are 0, 5, 10, 15, and 20%, by weight. The researched properties of the HSMs are the unit weight (Uw), ultrasonic pulse velocity (Upv), flexural strength (fs), compressive strength (fc) and the analyses of X-ray powder diffraction, polarized light microscopy, and scanning electron microscopy/energy dispersive spectroscopy. The experimental results show that the CDT has a potential to be successfully employed as a partial replacement of PC in the HSMs exposed to elevated temperatures. The optimal replacement level of PC by CDT is determined as 15% from strength tests. Besides, the Uw, Upv, fs, and fc values progressively reduce as the temperatures subjected to the HSMs increase. The CDT has a positive effect on the fs and fc values the HSMs after exposure to elevated temperatures. |
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dc.language.iso |
tur |
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dc.publisher |
WILEY‐VCH Verlag GmbH & Co. KGaA |
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dc.relation.isversionof |
10.1002/suco.202000063 |
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dc.rights |
info:eu-repo/semantics/openAccess |
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dc.subject |
Calcined diatomite |
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dc.subject |
Elevated temperature |
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dc.subject |
High-strength mortar |
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dc.subject |
Mechanical properties |
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dc.subject |
Microstructure |
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dc.title |
Influence of calcined diatomite content and elevated temperatures on the properties of high strength mortars produced with basalt sand |
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dc.type |
article |
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dc.relation.journal |
Structural Concrete |
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dc.contributor.department |
Nevşehir Hacı Bektaş Veli Üniversitesi/mühendislik-mimarlık fakültesi/inşaat mühendisliği bölümü/yapı anabilim dalı |
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dc.contributor.authorID |
263864 |
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dc.identifier.volume |
22 |
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dc.identifier.issue |
S1 |
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dc.identifier.startpage |
E273 |
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dc.identifier.endpage |
E290 |
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