Studies on the corrosion resistance of reinforced steel in concrete with ground granulated blast-furnace slag--An overview.

The partial replacement of clinker, the main constituent of ordinary Portland cement by pozzolanic or latent hydraulic industrial by-products such as ground granulated blast furnace slag (GGBFS), effectively lowers the cost of cement by saving energy in the production process. It also reduces CO2 emissions from the cement plant and offers a low priced solution to the environmental problem of depositing industrial wastes. The utilization of GGBFS as partial replacement of Portland cement takes advantage of economic, technical and environmental benefits of this material. Recently offshore, coastal and marine concrete structures were constructed using GGBFS concrete because high volume of GGBFS can contribute to the reduction of chloride ingress. In this paper, the influence of using GGBFS in reinforced concrete structures from the durability aspects such as chloride ingress and corrosion resistance, long term durability, microstructure and porosity of GGBFS concrete has been reviewed and discussed.

[1]  De Tonini,et al.  Corrosion of Reinforcing Steel In Concrete , 1980 .

[2]  I. Afrani,et al.  The Effects of Different Cementing Materials and Curing on Concrete Scaling , 1994 .

[3]  M. Gonzalez,et al.  Sulphate resistance of type V cements with limestone filler and natural pozzolana , 2000 .

[4]  An Cheng,et al.  Influence of GGBS on durability and corrosion behavior of reinforced concrete , 2005 .

[5]  J. Malolepszy,et al.  Resistance of Alkali-Activated Slag Mortars to Chloride Solution , 1989 .

[6]  R. J. Collins,et al.  Recycling and use of waste materials and by-products in highway construction: A synthesis of highway practice. Final report , 1994 .

[7]  Eun Kyum Kim,et al.  An experimental study on corrosion resistance of concrete with ground granulate blast-furnace slag , 2005 .

[8]  J. Rodriguez,et al.  LOAD CARRYING CAPACITY OF CONCRETE STRUCTURES WITH CORRODED REINFORCEMENT , 1997 .

[9]  Jueshi Qian,et al.  High performance cementing materials from industrial slags — a review , 2000 .

[10]  C. Hwang,et al.  Strength development of blended blast-furnace slag-cement mortars , 1986 .

[11]  Ali Akbar Ramezanianpour,et al.  Effect of curing on the compressive strength, resistance to chloride-ion penetration and porosity of concretes incorporating slag, fly ash or silica fume , 1995 .

[12]  Michael D.A. Thomas,et al.  DURABILITY OF TERNARY BLEND CONCRETE WITH SILICA FUME AND BLAST-FURNACE SLAG: LABORATORY AND OUTDOOR EXPOSURE SITE STUDIES , 2002 .

[13]  M. Shoaib,et al.  Effect of fire and cooling mode on the properties of slag mortars , 2001 .

[14]  Rasheeduzzafar,et al.  Effect of tricalcium aluminate content of cement on corrosion of reinforcing steel in concrete , 1990 .

[15]  C Arya,et al.  Effect of cement type on chloride binding and corrosion of steel in concrete , 1995 .

[16]  K Hollinshead,et al.  TEES BARRAGE: DURABILITY ASSESSMENT OF CONCRETE. , 1996 .

[17]  G. Glass,et al.  Corrosion inhibition in concrete arising from its acid neutralisation capacity , 2000 .

[18]  D. E. Macphee,et al.  Theoretical description of impact of blast furnace slag (BFS) on steel passivation in concrete , 1993 .

[19]  V M Malhotra,et al.  Performance of Reinforcing Steel in Concrete Containing Silica Fume and Blast-Furnace Slag Ponded with Sodium Chloride Solution , 2000 .

[20]  H. H. Assal,et al.  Effect of silica fume or granulated slag on sulphate attack of ordinary portland and alumina cement blend , 2004 .

[21]  Stuart Lyon,et al.  CORROSION OF REINFORCEMENT STEEL EMBEDDED IN HIGH WATER-CEMENT RATIO CONCRETE CONTAMINATED WITH CHLORIDE , 1998 .

[22]  V. Malhotra Supplementary cementing materials for concrete , 1987 .

[23]  M. R. de Rooij,et al.  Durability of marine concrete structures - field investigations and modelling , 2005 .

[24]  Odd E. Gjørv,et al.  EFFECT OF CONDENSED SILICA FUME ON STEEL CORROSION IN CONCRETE , 1995 .

[25]  송하원,et al.  고로슬래그 미분말 콘크리트의 염화물 침투 저항성에 관한 연구 , 2003 .

[26]  B. T. Molloy,et al.  Influence of PFA, slag and microsilica on chloride induced corrosion of reinforcement in concrete , 1991 .

[27]  Ran Huang,et al.  CONDITION ASSESSMENT OF REINFORCED CONCRETE BEAMS RELATIVE TO REINFORCEMENT CORROSION , 1997 .

[28]  Jiang-Jhy Chang,et al.  Correlation between corrosion potential and polarization resistance of rebar in concrete , 1996 .

[29]  Adrian Long,et al.  Monitoring electrical resistance of concretes containing alternative cementitious materials to assess their resistance to chloride penetration , 2002 .

[30]  C. Shi,et al.  Hydration of alkali-slag cements at 150°C , 1991 .

[31]  Della M. Roy,et al.  Investigation of relations between porosity, pore structure, and C1− diffusion of fly ash and blended cement pastes , 1986 .

[32]  Brian B. Hope,et al.  CORROSION OF STEEL IN CONCRETE MADE WITH SLAG CEMENT. TECHNICAL PAPER. TITLE NO 84-M47 , 1987 .

[33]  C. Dehghanian Corrosion Behavior of Steel in Concrete Made with Slag-Blended Cement , 1999 .

[34]  A. Bentur Steel corrosion in concrete , 1997 .

[35]  A. K. Suryavanshi,et al.  The binding of chloride ions by sulphate resistant portland cement , 1995 .

[36]  A. I. Al-Mana,et al.  Prediction of Long-Term Corrosion Resistance of Plain and Blended Cement concretes , 1993 .

[37]  G. Osborne,et al.  DURABILITY OF PORTLAND BLAST-FURNACE SLAG CEMENT CONCRETE , 1999 .

[38]  Daksh Baweja,et al.  CHLORIDE-INDUCED STEEL CORROSION IN CONCRETE: PART 1--CORROSION RATES, CORROSION ACTIVITY, AND ATTACK AREAS , 1998 .

[39]  Abhijit Mukherjee,et al.  CORROSION BEHAVIOR OF REINFORCEMENT IN SLAG CONCRETE , 2002 .

[40]  Jean Daube,et al.  Portland Blast-Furnace Slag Cement: A Review , 1986 .

[41]  C. French,et al.  Corrosion of Reinforcing Steel in Concrete: Effects ofMaterials, Mix Composition, and Cracking , 1995 .

[42]  Mohamed Lachemi,et al.  Corrosion resistance and chloride diffusivity of volcanic ash blended cement mortar , 2004 .

[43]  R. Detwiler,et al.  Use of Supplementary Cementing Materials to Increase the Resistance to Chloride Ion Penetration of Concretes Cured at Elevated Temperatures , 1994 .

[44]  Rasheeduzzafar,et al.  Factors affecting threshold chloride for reinforcement corrosion in concrete , 1995 .

[45]  R. D. Hooton,et al.  The effect of pozzolans and slag on the expansion of mortars cured at elevated temperature: Part I: Expansive behaviour , 2003 .