Technical Papers
Dec 23, 2017

Influence of Cementing Paste Volume on Properties of Controlled Low Strength Materials

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 3

Abstract

Controlled low strength materials (CLSM) are gaining increasing importance with the growing emphasis on sustainability in the construction industry. Controlled low strength material can be a valuable application for the safe and efficient use of nonstandard materials such as industrial by-products, which are normally rejected for conventional concrete because of the negative impact on hardened properties. In the present study, a laboratory experiment was carried out to explore the effect of cementing paste volume on flowability and strength development of CLSM mixtures. The experimental results showed that the cementing paste volume had a more significant effect on the slump flow compared to the water to cementitious materials ratio (wcm); however, it had little effect on compressive strength of CLSM mixtures. It is proposed that the cementing paste volume can be used as an independent parameter to target a desired flow in proportioning of CLSM without compromising the compressive strength of the mixtures.

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References

Achtemichuk, S., Hubbard, J., Sluce, R., and Shehata, M. H. (2009). “The utilization of recycled concrete aggregate to produce controlled low-strength materials without using portland cement.” Cem. Concr. Comp., 31(8), 564–569.
ACI (American Concrete Institute). (2013). “Controlled low-strength materials.” ACI 229R-2013, Farmington Hills, MI.
Alizadeh, V., Helwany, S., Ghorbanpoor, A., and Oliva, M. (2014a). “Rapid-construction technique for bridge abutments using controlled low-strength materials.” J. Perform. Constr. Facil., 149–156.
Alizadeh, V., Helwany, S., Ghorbanpoor, A., Oliva, M., and Ghaderi, R. (2015). “CLSM bridge abutments-finite element modeling and parametric study.” Comput. Geotech., 64, 61–71.
Alizadeh, V., Helwany, S., Ghorbanpoor, A., and Sobolev, K. (2014b). “Design and application of controlled low strength materials as a structural fill.” Constr. Build. Mater., 53, 425–431.
ASTM. (2004). “Standard test method for flow consistency of controlled low strength materials (CLSM).” ASTM D6103, West Conshohocken, PA.
ASTM. (2008). “Standard Specification for Concrete Aggregates.” ASTM C33, West Conshohocken, PA.
ASTM. (2010). “Standard test method for preparation and testing of controlled low strength material (CLSM) test cylinders.” ASTM D4832, West Conshohocken, PA.
ASTM. (2012). “Standard specification of portland cement.” ASTM C150, West Conshohocken, PA.
ASTM. (2015). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” ASTM C618, West Conshohocken, PA.
Blanco, A., Pujadas, P., Cavalaro, S., and Aguado, A. (2014). “Methodology for the design of controlled low-strength materials. Application to the backfill of narrow trenches.” Constr. Build. Mater., 72, 23–30.
Bouzalakos, S., Dudeney, A. W. L., and Chan, B. K. C. (2013). “Formulating and optimising the compressive strength of controlled low-strength materials containing mine tailings by mixture design and response surface methods.” Miner. Eng., 53, 48–56.
Du, L., Folliard, K. J., and Trejo, D. (2002). “Effects of constituent materials and quantities on water demand and compressive strength of controlled low-strength material.” J. Mater. Civ. Eng., 485–495.
Etxeberria, M., Ainchil, J., Pérez, M. E., and González, A. (2013). “Use of recycled fine aggregates for control low strength materials (CLSMs) production.” Constr. Build. Mater., 44, 142–148.
Folliard, K. J., Du, L., Trejo, D., Halmen, C., Sabol, S., and Leshinsky, D. (2008). “Development of a recommended practice for use of controlled low-strength material in highway construction.”, The National Academies Press, Washington, DC.
Katz, A., and Kovler, K. (2004). “Utilization of industrial by-products for the production of controlled low strength materials (CLSM).” Waste Manage., 24(5), 501–512.
Liu, R., Durham, S. A., Rens, K. L., and Ramaswami, A. (2012). “Optimization of cementitious material content for sustainable concrete mixtures.” J. Mater. Civ. Eng., 745–753.
Naganathan, S., Razak, H. A., and Hamid, S. N. A. (2012). “Properties of controlled low-strength material made using industrial waste incineration bottom ash and quarry dust.” Mater. Des., 33, 56–63.
Naik, T. R., Kraus, R. N., Ramme, B. W., Chun, Y. M., and Kumar, R. (2006). “High-carbon fly ash in manufacturing conductive CLSM and concrete.” J. Mater. Civ. Eng., 743–746.
Nataraja, M. C., and Nalanda, Y. (2008). “Performance of industrial by-products in controlled low-strength materials (CLSM).” Waste Manage., 28(7), 1168–1181.
Pujadas, P., Blanco, A., Cavalaro, S., and Aguado, A. (2015). “Performance-based procedure for the definition of controlled low-strength mixtures.” J. Mater. Civ. Eng., 1–7.
Ramme, B. W. (1997). “Progress in CLSM: Continuing innovation.” Concr. Int., 19(5), 32–33.
Sheen, Y. N., Huang, L. J., Wang, H. Y., and Le, D. H. (2014). “Experimental study and strength formulation of soil-based controlled low-strength material containing stainless steel reducing slag.” Constr. Build. Mater., 54, 1–9.
Siddique, R. (2009). “Utilization of waste materials and by-products in producing controlled low-strength materials.” Resour. Conserv. Recycl., 54(1), 1–8.
Smith, A. (1991). “Controlled low strength materials.” Concr. Constr., 36(5), 389–398.
Taha, R. A., Alnuaimi, A. S., Al-Jabri, K. S., and Al-Harthy, A. S. (2007). “Evaluation of controlled low strength materials containing industrial by-products.” Build. Environ., 42(9), 3366–3372.
Yurdakul, E., Taylor, P. C., Ceylan, H., and Bektas, F. (2013). “Effect of paste-to-voids volume ratio on the performance of concrete mixtures.” J. Mater. Civ. Eng., 1840–1851.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 3March 2018

History

Received: May 25, 2017
Accepted: Sep 13, 2017
Published online: Dec 23, 2017
Published in print: Mar 1, 2018
Discussion open until: May 23, 2018

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Vahid Alizadeh, A.M.ASCE [email protected]
Gildart Haase School of Computer Sciences and Engineering, Fairleigh Dickinson Univ., 1000 River Rd., T-MU1-01, Teaneck, NJ 07666. E-mail: [email protected]

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