You are here

INFLUENCE OF NATURAL LIGHTWEIGHT AGGREGATES ON THE PROPERTIES OF CONCRETE

Journal Name:

Publication Year:

Abstract (2. Language): 
As a result of the developing technology, the construction industry has also gone to a great interest to discover new materials. A lot of literature research has been done for the lightweight aggregates used in the construction industry. In this study, different types of lightweight aggregates are used for porous lightweight concrete production. For this reason, 8- 15 mm pumice and expanded perlite were obtained from Ankara region, 4-8 mm pumice was supplied from Manisa Salihli, volcanic tuff aggregate was obtained from Antalya and expanded clay was supplied from Holland. Before lightweight concrete production, aggregates were separated into adequate particle classes by sieve analysis in diameter with 4-8 mm, 8-11.2 mm and 11.2-15 mm. The expanded clay had a size of 0-4 mm and was separated into 0-1 mm and 1-4 mm sizes. The fresh concrete properties are determined by slump and flow table tests. Hardened composite properties are evaluated by unit weight, ultrasound pulse velocity, and compressive strength tests on 15x15x15 cm cubic specimens. According to test results structural lightweight concrete can be produced with those aggregates. Expanded clay and perlite reduced the workability of the fresh concrete. Volcanic tuff and pumice provided to reach compressive strength values over 25 MPa.
9
16

REFERENCES

References: 

Amran, Y.H.M., Farzadnia, N. and Abang Ali A.A., 2015. Properties and Applications of Foamed
Concrete; A Review, Construction and Building Materials, 101, 990.
Aslam, M., Shafigh, P., Nomeli, M.A. and Jumaat, M.Z., 2017. Manufacturing of High-Strength
Lightweight Aggregate Concrete Using Blended Coarse Lightweight Aggregates, Journal of
Building Engineering, 13(2017), 53.
Bilgiç, M., 2009. Investion of Properties of Prefabricated High Performance Lightweight
Concrete, MSc Thesis, Suleyman Demirel University, Isparta/Turkey.
Gündüz, L., 2008. The effects of pumice aggregate/cement ratios on the low-strength concrete
properties, Construction and Building Materials, 22(5), 721.
Hama, S.M. 2017. Improving Mechanical Properties of Lightweight Porcelanite Aggregate
Concrete Using Different Waste Material, International Journal of Sustainable Built
Environment, 6(1), 81.
Kaldı, C., 2011. Structural lightweight concrete desing and its utilisation in multi-storey
buildings, MSc Thesis, Ege University, İzmir/Turkey.
Namsone, E., Šahmenko, G. and Korjakins, A. 2017. Durability Properties of High Performance
Foamed Concrete, Procedia Engineering, 172(2017), 760.
Sarı, D., Paşamehmetoğlu, A. G., 2005. The Effects of Gradation and Admixture on the Pumice
Ligtweight Aggregate Concrete, Cement and Conrete Research, 35(5), 936.
Ulusu, İ., 2007. Investigation to Production of High Strength Light Weight Concrete with Using
Raw Perlite Aggregate, PhD Thesis, Ataturk University, Erzurum/Turkey.
Zhu, C., Niu, J., Li, J., Wan, C., Peng, J., 2017. Effect of Aggregate Saturation Degree on the
Freeze–Thaw Resistance of High Performance Polypropylene Fiber Lightweight Aggregate
Concrete, Construction and Building Materials, 145(2017), 367.

Thank you for copying data from http://www.arastirmax.com