Zobrazeno 1 - 10
of 39
pro vyhledávání: '"Erdogan Ozbay"'
Publikováno v:
Arabian Journal for Science and Engineering. 42:1321-1326
This study investigates the effect of ground granulated pumice (GGP) on workability, compressive/flexural strength and abrasion/fire resistance of mortars. Mortar mixture was prepared by replacing cement with GGP at five different replacement ratios
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f53fe58cd8469e8bc64dd96edc58437f
https://doi.org/10.1007/s13369-016-2403-0
https://doi.org/10.1007/s13369-016-2403-0
Publikováno v:
Volume: 4, Issue: 2 87-98
Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi
Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi
Bu çalışmada farklı oranlarda Yüksek Fırın Cürufunun (YFC) alkalilerle aktive edilmesiyle üretilen çimentosuz harçların basınç ve eğilme dayanımları, aşınma ve çekip çıkarma dayanımları araştırılmıştır. Karışım oranı
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aadd0198b50a3927a8006cd0b8b87872
https://doi.org/10.28948/ngumuh.239354
https://doi.org/10.28948/ngumuh.239354
Autor:
Erdogan Ozbay, Muzeyyen Balcikanli
Publikováno v:
Composites Part B: Engineering. 91:243-256
WOS: 000374075100027
In this research, individual and interactional effect of curing temperature (CT), curing time (Crime), sodium concentration (SC) and silicate modulus (SM) on the compressive strength, chloride ion permeability, oxygen permea
In this research, individual and interactional effect of curing temperature (CT), curing time (Crime), sodium concentration (SC) and silicate modulus (SM) on the compressive strength, chloride ion permeability, oxygen permea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d00cff687e98bdddaf2452edf6d292ae
https://doi.org/10.1016/j.compositesb.2016.01.047
https://doi.org/10.1016/j.compositesb.2016.01.047
Microstructural alteration of alkali activated slag mortars depend on exposed high temperature level
Publikováno v:
Construction and Building Materials. 104:169-180
WOS: 000368956500020
This article reports a study on the microstructural and mechanical properties of the Alkali Activated Slag mortars (MS) upon exposing to the elevated temperatures up to 800 degrees C. Slag cement is activated by sodium silic
This article reports a study on the microstructural and mechanical properties of the Alkali Activated Slag mortars (MS) upon exposing to the elevated temperatures up to 800 degrees C. Slag cement is activated by sodium silic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7cb7776ec31882077a251b3434f2ac04
https://doi.org/10.1016/j.conbuildmat.2015.12.070
https://doi.org/10.1016/j.conbuildmat.2015.12.070
Utilization and efficiency of ground granulated blast furnace slag on concrete properties – A review
Publikováno v:
Construction and Building Materials. 105:423-434
Ground granulated blast furnace slag (GGBFS) is a byproduct from the blast-furnaces of iron and it is a very beneficial in the mortar and concrete production. The present paper reviews the literature related to the utilization and the efficiency of G
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f1a2151d23be80cc58aca6ec3e5c011
https://doi.org/10.1016/j.conbuildmat.2015.12.153
https://doi.org/10.1016/j.conbuildmat.2015.12.153
Publikováno v:
Construction and Building Materials. 102:39-43
WOS: 000367635900005
In this study, an experimental investigation was conducted on normal strength concrete to examine the pullout capacity variation of cast in place anchors with the embedded circular surrounding studs around the anchored rebar
In this study, an experimental investigation was conducted on normal strength concrete to examine the pullout capacity variation of cast in place anchors with the embedded circular surrounding studs around the anchored rebar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a7c7cf24465d2073edf347256feae7be
https://doi.org/10.1016/j.conbuildmat.2015.10.166
https://doi.org/10.1016/j.conbuildmat.2015.10.166
Publikováno v:
Construction and Building Materials. 85:217-226
The main objective of the study presented in this paper was to investigate the influence of cracking and self-healing on the gas permeability of Engineered Cementitious Composites (ECC). To deliberately introduce microcracks, specimens were pre-loade
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::776286c88b64d5c162d178df6bac2844
https://doi.org/10.1016/j.conbuildmat.2015.02.095
https://doi.org/10.1016/j.conbuildmat.2015.02.095
WOS: 000393002700019
In this paper, bond strength and abrasion resistance of alkali activated concretes (AAC) were examined experimentally by using the central composite design (CCD) method. AAC were designed and produced considering the sodium
In this paper, bond strength and abrasion resistance of alkali activated concretes (AAC) were examined experimentally by using the central composite design (CCD) method. AAC were designed and produced considering the sodium
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a7616974632d8f7768b900b0ff49607c
https://avesis.erciyes.edu.tr/publication/details/9ec82c39-7e1a-4b96-bdcc-640304778e48/oai
https://avesis.erciyes.edu.tr/publication/details/9ec82c39-7e1a-4b96-bdcc-640304778e48/oai
Publikováno v:
Magazine of Concrete Research. 66:409-419
This study assessed the use of pre-soaked expanded perlite aggregate (PS-EPA) on the self-healing of cementitious composites by replacing a proportion of normal aggregate with PS-EPA at different replacement rates. Specimens with and without PS-EPA w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6298978c009145dcfc4043d8779d605a
https://doi.org/10.1680/macr.13.00250
https://doi.org/10.1680/macr.13.00250
Publikováno v:
Composites Part B: Engineering. 45:1384-1390
This study investigated the dual effect of freeze-thaw cycles with sodium sulfate solution on the performance of non-air-entrained Engineering Cementitious Composites (ECCs) with high volumes of slag. ECC specimens containing three different levels o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a034da53d0e89a449c86b7c90c09531d
https://doi.org/10.1016/j.compositesb.2012.07.038
https://doi.org/10.1016/j.compositesb.2012.07.038