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Languages of publication
Abstracts
This paper reports an experimental study on the design of self-compacting lightweight concrete using acidic pumice with different powder materials. For this aim, nine self-compacting lightweight concretes were designed with inclusion of two different fine aggregates and different powder materials. This way, two groups of concrete were designed. First group was composed of single type of aggregate which is acidic pumice from Bitlis Region with barite powder, fly ash powder and pumice powder inclusion, while the second group was generated with river sand as a fine aggregate and acidic pumice from Bitlis Region, as a coarse aggregate with the same powder addition. In the design process, slump-flow, V-funnel and L-box tests were applied to determine the fresh properties of self-compacting lightweight concrete. After the design, test of compressive strength, which is one of the most important parameters of concrete, was applied to all self-compacting lightweight concretes in early age. Moreover, ultrasound pulse velocity test was also performed on all concrete series at the same ages.
Discipline
- 81.70.Bt: Mechanical testing, impact tests, static and dynamic loads(see also 62.20.M- Structural failure of materials; 46.50.+a Fracture mechanics, fatigue, and cracks)
- 89.20.Kk: Engineering(for electrochemical engineering, see 82.47.Wx; for biomedical engineering, see 87.85.-d; for reservoir engineering in geothermal energy, see 88.10.G-; for nuclear engineering, see 28.00.00)
- 62.20.-x: Mechanical properties of solids
Journal
Year
Volume
Issue
Pages
779-782
Physical description
Dates
published
2017-09
Contributors
author
- Bitlis Eren University, Civil Engineering Department, Bitlis, Turkey
author
- Bitlis Eren University, Graduate School of Natural and Applied Sciences, Bitlis, Turkey
References
- [1] M. Kurt, Ph.D. Thesis, Atatürk University Graduate School of Natural and Applied Sciences, Erzurum 2009
- [2] G.İ. Sezer, Ş. Yazıcı, A. Sezer, Acta Phys. Pol. A 128, B-37 (2015), doi: 10.12693/APhysPolA.128.B-37
- [3] D. Sarıyer, R. Küçer, N. Küçer, Acta Phys. Pol. A 128, B-201 (2015), doi: 10.12693/APhysPolA.128.B-201
- [4] S. Özavci, B. Çetin, Acta Phys. Pol. A 130, 316 (2016), doi: 10.12693/APhysPolA.130.316
- [5] M. Altın, M.T. Çögürcü, M.S. Döndüren, Selçuk Univ. J. Techn.-Online 5, 77 (2006)
- [6] M.H. Özkul, Redy-Mix Concrete 125, 61 (2014)
- [7] TS EN 206, Concrete - Specification, performance, production and conformity, Turkish Standard Institute, Ankara 2014
- [8] M. Davraz, Ş. Kilinçarslan, H. Ceylan, Acta Phys. Pol. A 128, B-184 (2015), doi: 10.12693/APhysPolA.128.B-184
- [9] T. Kotan, M.Sc. Thesis, Atatürk University Graduate School of Natural and Applied Sciences, Erzurum 2009
- [10] A. Beycioğlu, C. Başyiğit, Acta Phys. Pol. A 128, B-424 (2015), doi: 10.12693/APhysPolA.128.B-424
- [11] Z.F. Türkmenoğlu, A.M. Kılıç, T. Depci, Çukurova Univ. J. Faculty Eng. Arc. 30, 105 (2015)
- [12] TS 3234, Mining, Placing, Curing, Mix Design and Methods of Testing of Pumice Concrete, Turkish Standard Institute, Ankara 1978
- [13] TSI, Statistic of civil structures, Turkish Statistical Institute, Ankara 2009
Document Type
Publication order reference
Identifiers
YADDA identifier
bwmeta1.element.bwnjournal-article-appv132n3p101kz