Effects of steel slag powder on workability and durability of concrete

Xiaolu Guo , Huisheng Shi , Kai Wu

Journal of Wuhan University of Technology Materials Science Edition ›› 2014, Vol. 29 ›› Issue (4) : 733 -739.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2014, Vol. 29 ›› Issue (4) : 733 -739. DOI: 10.1007/s11595-014-0988-2
Cementitious Materials

Effects of steel slag powder on workability and durability of concrete

Author information +
History +
PDF

Abstract

The workability and durability of a type of sustainable concrete made with steel slag powder were investigated. The hydrated products of cement paste with ground granulated blast furnace slag (GGBFS) alone or with a combined admixture of GGBFS-steel slag powder were investigated by X-ray diffraction (XRD). Furthermore, the mechanism of chemically activated steel slag powder was also studied. The experimental results showed that when steel slag powder was added to concrete, the slumps through the same time were lower. The initial and final setting times were slightly retarded. The dry shrinkages were lower, and the abrasion resistance was better. The chemically activated steel slag powder could improve compressive strengths, resistance to chloride permeation and water permeation, as well as carbonization resistance. XRD patterns indicated that the activators enhanced the formation of calcium silicate hydrate(C-S-H) gel and ettringite (AFt). This research contributes to sustainable disposal of wastes and has the potential to provide several important environmental benefits.

Keywords

concrete / steel slag powder / ground granulated blast furnace slag (GGBFS) / workability / durability

Cite this article

Download citation ▾
Xiaolu Guo, Huisheng Shi, Kai Wu. Effects of steel slag powder on workability and durability of concrete. Journal of Wuhan University of Technology Materials Science Edition, 2014, 29(4): 733-739 DOI:10.1007/s11595-014-0988-2

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Singh G, Siddique R Abrasion Resistance and Strength Properties of Concrete Containing Waste Foundry Sand (WFS) [J]. Constr. Build. Mater., 2012, 28: 421-426.

[2]

Saraswathy V, Muralidharan S, Thangavel K, Srinivasan S Influence of Activated Fy Ash on Corrosion-Resistance and Strength of Concrete [J]. Cem. Concr. Compos., 2003, 25: 673-680.

[3]

Papayianni I, Anastasiou E Production of High-Strength Concrete Using High Volume of Industrial By-products[J]. Constr. Build. Mater., 2010, 24: 1 412-1 417.

[4]

Khunthongkeaw J, Tangtermsirikul S, Leelawat T A Study on Carbonization Depth Prediction for Fy Ash Concrete [J]. Constr. Build. Mater., 2006, 20: 744-753.

[5]

Lizarazo-Marriaga J, Claisse P, Ganjian E Effect of Steel Slag and Portland Cement in the Rate of Hydration and Strength of Blast Furnace Slag Pastes [J]. J. Mater. Civil Eng., 2011, 2: 153-159.

[6]

Martinez-Aguilar OA, Borges PC, Escalante-García JI Hydraulic Binders of Fluorgypsum-Portland Cement and Blast Furnace Slag. Stability and Mechanical Properties[J]. Constr. Build. Mater., 2010, 24: 631-639.

[7]

Binici H, Aksogan O, Gorur EB, Kaplan H, Bodur MN Hydro-Abrasive Erosion of Concrete Incorporating Ground Blast-furnace Slag and Ground Basaltic Pumice [J]. Constr. Build. Mater., 2009, 23: 804-811.

[8]

Pal SC, Mukherjee A, Pathakc SR Investigation of Hydraulic Activity of Ground Granulated Blast Furnace Slag in Concrete [J]. Cem. Concr. Res., 2003, 33: 1 481-1 486.

[9]

Xue YJ, Wu SP, Hou HB, Zha J Experimental Investigation of Basic Oxygen Furnace Slag Used as Aggregate in Asphalt Mixture [J]. J. Hazard. Mater., 2006, 138: 261-268.

[10]

Peng YC, Hwang CL Carbon Steel Slag as Cementitious Material for Self-Consolidating Concrete[J]. J. Zhejiang Univ. Sci. B, 2010, 11: 488-494.

[11]

Alanyali H, Mustafa C, Yilmaz M, Karagoz S Concrete Produced by Steel-making Slag (Basic Oxygen Furnace) Addition in Portland Cement [J]. J. Ame. Ceram. Soc., 2009, 6: 736-748.

[12]

Wang Q, Yan PY Hydration Properties of Basic Oxygen Furnace Steel Slag [J]. Constr. Build. Mater., 2010, 24: 1 134-1 140.

[13]

Muhmood L, Vitta S, Venkateswaran D Cementitious and Pozzolanic Behavior of Electric Arc Furnace Steel Slags [J]. Cem. Concr. Res., 2009, 39: 102-109.

[14]

Manso JM, Polanco JA, Losan M, Gonzalez JJ Durability of Concrete Made with EAF Slag as Aggregate [J]. Cem. Concr. Compos., 2006, 28: 528-534.

[15]

Manso JM, Gonzalez JJ, Polanco JA Electric Arc Furnace Slag in Concrete [J]. J. Mater. Civil Eng., 2004, 11: 639-645.

[16]

Shi CJ Steel Slag-Its Production, Processing, Characteristics and Cementitious Properties [J]. J. Mater. Civil Eng., 2004, 5: 230-236.

[17]

Altuna IA, Yılmaz IS Study on Steel Furnace Slags with High MgO as Additive in Portland Cement[J]. Cem. Concr. Res., 2002, 32: 1 247-1 249.

[18]

Tsakiridis PE, Papadimitriou GD, Tsivilis S, Koroneos C Utilization of Steel Slag for Portland Cement Clinker Production [J]. J. Hazard. Mater., 2008, 152: 805-811.

[19]

Wang G Determination of the Expansion Force of Coarse Steel Slag Aggregate [J]. Constr. Build. Mater., 2010, 24: 1 961-1 966.

[20]

Ahmedzadea P, Sengoz B Evaluation of Steel Slag Coarse Aggregate in Hot Mix Asphalt Concrete [J]. J. Hazard. Mater., 2009, 165: 300-305.

[21]

Pasetto M, Baldo N Experimental Evaluation of High Performance Base Course and Road Base Asphalt Concrete with Electric Arc Furnace Steel Slags [J]. J. Hazard. Mater., 2010, 181: 938-948.

[22]

Basheer PAM, Gilleece PRV, Long AE, Mc Carter WJ Monitoring Electrical Resistance of Concretes Containing Alternative Cementitious Materials to Assess Their Resistance to Chloride Penetration [J]. Cem. Concr. Compos., 2002, 24: 437-449.

[23]

Haque MN, Al-Khaiat H Carbonization of Concrete Structures in Hot Dry Coastal Regions [J]. Cem. Concr. Compos., 1997, 19: 123-129.

[24]

Aruhan Yan PY Carbonization Characteristics of Concrete with Different Fly-ash Contents [J]. J. Chin. Ceram. Soc., 2011, 39: 7-12.

[25]

Collins F, Sanjayan JG Effect of Pore Size Distribution on Drying Shrinkage of Alkali-activated Slag Concrete [J]. Cem. Concr. Res., 2000, 30: 1 401-1 406.

[26]

Collins F, Sanjayan JG Cracking Tendency of Alkali-activated Slag Concrete Subjected to Restrained Shrinkage[J]. Cem. Concr. Res., 2000, 30: 791-798.

[27]

Grdic ZJ, Curcic GAT, Ristic NS, Despotovic IM Abrasion Resistance of Concrete Micro-reinforced with Polypropylene Fibers [J]. Constr. Build. Mater., 2012, 27: 305-312.

[28]

Wang Q, Yan PY Characteristics of Hydration Products of Steel Slag [J]. J. Chin. Ceram. Soc., 2010, 38: 1 731-1 734.

AI Summary AI Mindmap
PDF

120

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/