Rheological and Mechanical Properties of Light Weight Self-Compacting Concrete Containing Sirjan Iron Mine Waste

Document Type: Research Article


Department of Civil Engineering, Sirjan University of Technology, Sirjan, Iran



Recycling is a logical option for materials that are not suitable for composting. One of these materials is iron mines waste that, according to their compounds, can be used as a substitute part of cement in concrete. For this aim, rheological and mechanical properties and durability of light weight self-compacting concrete (LWSCC) containing Sirjan iron mine waste (SIMW) as partial substitute of cement is presented in this paper. For this purpose, part of cement was replaced with 5, 10, 15 and 20 wt% SIMW. It’s founded that the addition of SIMW as substitute part of cement decrease flowability, viscosity and filling ability of LWSCCs but all of the mixtures were in the allowable range accordance EFNARC (2005). Replacement of 5 wt% and 10 wt% of cement with SIMW resulted 8.6% and 20% increase in compressive strength with respect to control mixture, respectively. By increasing percent of SIMW compressive strength decreased. This trend was observed for tensile and flexural strength and water penetrability of LWSCCs.


ACI 213R (2003), Guide for structural lightweight-aggregate concrete. American Concrete Institute.

ACI Committee 237 (2013). Self-Consolidating Concrete, ACI237R-07, ACI Manual of Concrete Practice, USA. 

Akinmusuru, J.O. (1991). Potential beneficial uses of steel slag wastes for civil engineering purposes. Resources, Conservation and Recycling 5(1), 73–80.

Andiç-Çakır Ö., and Hızal S. (2012). Influence of elevated temperatures on the mechanical properties and microstructure of self consolidating lightweight aggregate concrete. Construction and building materials, 34, 575-583.

Askari Dolatabad, Y. and Najaf Tarqi, M. (2017). Applying Solid Residues of Copper Slag in Kerman Sarcheshme of Iran as Sand Replacement for Self-Compacting Concrete. Environmental Energy and Economic Research, 1(3), 333-346.

Aslani, F., and Kelin, J. (2018). Assessment and development of high-performance fibre-reinforced lightweight self-compacting concrete including recycled crumb rubber aggregates exposed to elevated temperatures. Journal of Cleaner Production, 200, 1009-1025.

ASTM C150 (2001). Standard specification for Portland cement. Annual Book of ASTM Standards. Philadelphia: PA.

Demirboga, R., Gu¨l, R. (2006). Production of high strength concrete by use of industrial by-products. Building and Environment 41, 1124–1127.

Dolatabad, Y. A. and Maghsudi, A. A. (2014). Monitoring and theoretical losses of post-tensioned indeterminate I-beams. Magazine of concrete research, 66(22), 1129-1144.

Gonen, T., & Yazicioglu, S. (2018). The Effect of Curing Conditions on Permeation of Self-Compacting Lightweight Concrete with Basaltic Pumice Aggregate. Arabian Journal for Science and Engineering, 43(10), 5157-5164.

Güneyisi E., Gesoglu M, Azez OA, and Öz HÖ (2015). Physico-mechanical properties of self-compacting concrete containing treated cold-bonded fly ash lightweight aggregates and SiO2nano-particles. Construction and Building Materials, 101, 1142-1153.

Güneyisi, E., Gesoğlu, M., and Booya, E. (2012). Fresh properties of self-compacting cold bonded fly ash lightweight aggregate concrete with different mineral admixtures. Materials and Structures, 45(12), 1849-1859.

Güneyisi, E., Gesoglu, M., Algın, Z., and Yazıcı, H. (2016). Rheological and fresh properties of self-compacting concretes containing coarse and fine recycled concrete aggregates. Construction and Building Materials, 113, 622-630.

Li, J., Chen, Y., and Wan, C. (2017). A mix-design method for lightweight aggregate self-compacting concrete based on packing and mortar film thickness theories. Construction and Building Materials, 157, 621-634.

Mazaheripour, H., Ghanbarpour, S., Mirmoradi, S. H. and Hosseinpour, I. (2011). The effect of polypropylene fibers on the properties of fresh and hardened lightweight self-compacting concrete. Construction and Building Materials, 25(1), 351-358.

Okamura, H. (1999). Self-compacting high-performance concrete. Concr. Int., 19(7), 50–54.

Okamura, H., Maekawa, K., and Mishima, T. (2005). Performance based design for self-compacting structural high-strength concrete, ACI special publication SP228-02, pp. 13–33.

Okamura, H., and Ouchi M. (1999). Self-compacting concrete development, present and future, Proc. First Int. RILEM Symp., 3–14.

Okamura, H., and Ozawa, K. (1996). Self-compactable high-performance concrete in Japan.ACI special publication. SP159-02, pp. 31–44.

Okamura, H., Ozawa, K., and Ouchi, M. (2000). Self-compacting concrete, Struct. Concr., 1, 3–17. 

Rai, A., Prabakar, J., Raju, C.B., and Morchalle, R.K. (2002). Metallurgical slag as a component in blended cement. Construction and Building Materials 16, 489–494.

Sanchez, F., and Sobolev, K. (2010) Nanotechnology in concrete–a review, Constr. Build., Mater. 24 2060–2071.

Shi, C., and Wu, Y. (2005). Mixture proportioning and properties of self-consolidating lightweight concrete containing glass powder. ACI Materials Journal, 102(5), 355.

Skarzynska, K.M. (1995b). Reuse of coal mining wastes in civil engineering. Part 2. Utilizationof minestone. Waste Management; 15(2), 83–126.

The European Guidelines for Self-compacting Concrete Specification Production and Use.  (2005) SCC European Group Formed by BIBM, CEMBUREAU, ERMCO, EFCA, EFNARC.

Yellishetty, M., Karpe, V., Reddy, E. H., Subhash, K. N., and Ranjith, P. G. (2008). Reuse of iron ore mineral wastes in civil engineering constructions: A case study. Resources, Conservation and Recycling, 52(11), 1283-1289.