Evaluation of the Mechanical Properties of Self-Compacting Lightweight Concrete Exposed to Wet and Dry Cycles in Saltwater

Article Preview

Abstract:

In this paper, properties of a self-compacting lightweight concrete that has been exposed to cycles of wetting in saltwater and drying in air are investigated. Such exposure conditions are common in marine structures with pronounced sea level variation. The experimental program consisted of two phases; Phase I included monitoring of the strength development for 28 days, while in Phase II samples were exposed to wet/dry cycles for 12 months. In addition, control samples were kept in room temperature without exposure for comparison. Compressive and flexural strength, modulus of elasticity and Rapid Chloride Penetration (RCP) were included in the investigation. In addition, Scanning Electron Microscopy (SEM) was conducted to examine the microstructure of the samples in phase II. Results from the experimental program indicate that there was a negligible effect on the mechanical properties or RCP due to the exposure conditions. However, a close inspection of the SEM images showed salt deposits and micro cracking in the cement paste. This may affect the long-term durability and can lead to deterioration of the concrete structure, hence reducing the structure’s service life.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

218-223

Citation:

Online since:

September 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] S. Yehia, M. AlHamaydeh, and S. Farrag, High Strength Lightweight SCC Matrix with Partial Normal Weight Coarse Aggregate Replacement: Strength and Durability Evaluations, ASCE Journal of Materials in Civl Engineering, vol. 26, (2014).

DOI: 10.1061/(asce)mt.1943-5533.0000990

Google Scholar

[2] M. N. Haque, H. Al-Khaiat, and O. Kayali, Strength and durability of lightweight concrete, Cement and Concrete Composites, vol. 26, p.307–314, May 2004 (2004).

DOI: 10.1016/s0958-9465(02)00141-5

Google Scholar

[3] N. U. Kockal and T. Ozturan, Effects of lightweight fly ash aggregate properties on the behavior of lightweight concretes, Journal of Hazardous Materials, vol. 179, p.954–965, 15 July 2010 (2010).

DOI: 10.1016/j.jhazmat.2010.03.098

Google Scholar

[4] R. Polat, R. Demirboğa, M. B. Karakoç, and İ. Türkmen, The influence of lightweight aggregate on the physico-mechanical properties of concrete exposed to freeze–thaw cycles, Cold Regions Science and Technology, vol. 60, pp.51-56, (2010).

DOI: 10.1016/j.coldregions.2009.08.010

Google Scholar

[5] C. Ozyildirim, Durability of Structural Lightweight Concrete, presented at the International Bridge Conference, Pennsylvania, (2009).

Google Scholar

[6] B. Kucharczyková, Z. Keršner, O. Pospíchal, P. Misák, P. Daněk, and P. Schmid, The porous aggregate pre-soaking in relation to the freeze–thaw resistance of lightweight aggregate concrete, Construction and Building Materials, vol. 30, pp.761-766, (2012).

DOI: 10.1016/j.conbuildmat.2011.12.067

Google Scholar

[7] B. Akcay and M. A. Tasdemir, Optimisation of using lightweight aggregates in mitigating autogenous deformation of concrete, Construction and Building Materials, vol. 23, pp.353-363, (2009).

DOI: 10.1016/j.conbuildmat.2007.11.015

Google Scholar

[8] R. Henkensiefken, D. Bentz, T. Nantung, and J. Weiss, Volume change and cracking in internally cured mixtures made with saturated lightweight aggregate under sealed and unsealed conditions, Cement and Concrete Composites, vol. 31, pp.427-437, (2009).

DOI: 10.1016/j.cemconcomp.2009.04.003

Google Scholar

[9] B. Akcay and M. A. Tasdemir, Effects of distribution of lightweight aggregates on internal curing of concrete, Cement and Concrete Composites, vol. 32, pp.611-616, (2010).

DOI: 10.1016/j.cemconcomp.2010.07.003

Google Scholar

[10] N. Kabay and F. Aköz, Effect of prewetting methods on some fresh and hardened properties of concrete with pumice aggregate, Cement and Concrete Composites, vol. 34, p.503–507, April 2012 (2012).

DOI: 10.1016/j.cemconcomp.2011.11.022

Google Scholar

[11] K. M. A. Hossain and S. Ahmed, Lightweight concrete incorporating volcanic ash-based blended cement and pumice aggregate. (Technical Note)(Author abstract), ASCE Journal of Materials in Civil Engineering, vol. 23, p.493, 04/01 (2011).

DOI: 10.1061/(asce)mt.1943-5533.0000180

Google Scholar

[12] I. Topcu and T. Uygunoğlu, Effect of aggregate type on properties of hardened self-consolidating lightweight concrete (SCLC), Construction and Building Materials, vol. 24, p.1286–1295, July 2010 (2010).

DOI: 10.1016/j.conbuildmat.2009.12.007

Google Scholar

[13] A. M. Neville, Properties of concrete, 4th Ed. ed. New York, USA: John Wiley & Sons Inc., (1996).

Google Scholar

[14] H. -Y. Wang, Durability of self-consolidating lightweight aggregate concrete using dredged silt, Construction and Building Materials, vol. 23, p.2332–2337, June 2009 (2009).

DOI: 10.1016/j.conbuildmat.2008.11.006

Google Scholar

[15] H. Y. Wang, Study on durability of densified high-performance lightweight aggregate concrete, Computers and Concrete, vol. 4, pp.499-510, (2007).

DOI: 10.12989/cac.2007.4.6.499

Google Scholar

[16] Yehia, S., Abudayyeh, O., Bhusan, B., Maurovich, M., & Zalt, A. (2009). Self-Consolidating Concrete Mixture with Local Materials: Proportioning and Evaluation. Materials Science Research Journal, Volume 3(Issue 1/2).

Google Scholar