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Dive into the research topics where Kamile Tosun is active.

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Featured researches published by Kamile Tosun.


Aci Materials Journal | 2008

Effectiveness of Alkyl Alkoxy Silane Treatment in Mitigating Alkali-Silica Reaction

Kamile Tosun; Burak Felekoğlu; Bülent Baradan

The possibility of using an alkyl alkoxy silane (AAS) (iso-butyltriethoxysilane) in mitigating alkali-silica reaction (ASR) has been investigated. Cement mortars were prepared with reactive aggregates of basaltic and siliceous origin. AAS was applied to the surface of test specimens. The accelerated mortar bar method (ASTM C1260) was employed for the detection of ASR-related expansions. In addition to the length change, total water absorption (ASTM C642) of mortars and penetration depth of AAS were also measured. Three different curing procedures (short, medium, and long prewaiting periods) were applied to AAS-treated mortar bars before the ASTM C1260 tests. To understand the possible mechanism of prewaiting periods on water repellency of AAS-treated mortars, Fourier-transform infrared spectmscopy (FT-IR) analyses were also performed. Test results indicated that the success of AAS treatment mainly depends on a prewaiting period. AAS treatment is more effective if prewaiting periods are lengthened. In case of shorter precuring periods, mortar contains water, and in the presence of water, silane is very hydrolyzable. Once the silane hydrolyzes, it quickly bonds to substrate and this prevents its penetration to the deeper regions of mortar. In addition to the penetration problem, in the presence of water, the layer of silane molecules on the surface of mortars could not form strong Si-O and Si-O-Si bonds, and unbonded silane molecules detached or washed out. To effectively mitigate with ASR-related expansions, a minimum of 28 days air curing is mandatory. Longer precuring periods will permit the formation of strong oxygen bridging bonds between the silane molecules and mortar substrate, which provide a surface with stable hydrophobic character. In conclusion, it is shown that AAS treatment can be more effective when applied to older concrete structures.


Cement and Concrete Research | 2006

The effect of fly ash and limestone fillers on the viscosity and compressive strength of self-compacting repair mortars

Burak Felekoğlu; Kamile Tosun; Bülent Baradan; A. Altun; Bahadir Uyulgan


Journal of Materials Processing Technology | 2009

A comparative study on the flexural performance of plasma treated polypropylene fiber reinforced cementitious composites

Burak Felekoğlu; Kamile Tosun; Bülent Baradan


Construction and Building Materials | 2009

Effects of limestone replacement ratio on the sulfate resistance of Portland limestone cement mortars exposed to extraordinary high sulfate concentrations

Kamile Tosun; Burak Felekoğlu; Bülent Baradan; I. Akın Altun


Cement & Concrete Composites | 2010

Effect of ettringite morphology on DEF-related expansion

Kamile Tosun; Bülent Baradan


Cement and Concrete Research | 2009

Effects of fibre type and matrix structure on the mechanical performance of self-compacting micro-concrete composites

Burak Felekoğlu; Kamile Tosun; Bülent Baradan


Cement & Concrete Composites | 2006

Effect of SO3 content and fineness on the rate of delayed ettringite formation in heat cured Portland cement mortars

Kamile Tosun


Cement & Concrete Composites | 2012

Multiple cracking response of plasma treated polyethylene fiber reinforced cementitious composites under flexural loading

Kamile Tosun; Burak Felekoğlu; Bülent Baradan


Construction and Building Materials | 2006

Sulfate resistances of different types of Turkish Portland cements by selecting the appropriate test methods

Burak Felekoğlu; Kambiz Ramyar; Kamile Tosun; Barış Musal


Construction and Building Materials | 2011

Compatibility of a polycarboxylate-based superplasticiser with different set-controlling admixtures

Burak Felekoğlu; Kamile Tosun; Bülent Baradan

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A. Altun

Dokuz Eylül University

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