Risk Assessment and Diagnostic Method of Sulfate Attack of Cement-Based Material

Article Preview

Abstract:

It is very difficult to evaluate risk of sulfate attack and diagnose the form of sulfate attack of cement mortar and concrete because of the diversity of attack form and complexity of erosion phases during sulfate attack, which affect repair of concrete component damaged by sulfate attack mostly. From the sulfate ions, ambient temperature and humidity of service environment as well as local climate characteristics, key components of building structures suffered great risk of sulfate attack should be inspected well and master the property of cement-based material, and then evaluate the risk of sulfate attack. In this foundation, three main erosion phases which are ettringite, gypsum and thaumasite are distinguished by micro-analysis and so the form of sulfate attack can be identified.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

121-126

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Lawrence C.D. Sulfate attack on concrete: Magazine of Concrete Research (1990), pp.249-264.

Google Scholar

[2] Al-Amoudi Osb. Sulfate attack and reinforcement corrosion in plain and blended cements exposed to sulfate environments: Build Environment, Vol. 33 (1998), pp.53-61.

DOI: 10.1016/s0360-1323(97)00022-x

Google Scholar

[3] Al-Amoudi Osb. Performance of fifteen reinforced concretes in magnesium-sodium sulphate environments: Construction Building Material, Vol. 9 (1995), pp.25-33.

Google Scholar

[4] Rasheeduzzafar. Influence of cement composition on concrete durability: ACI Material Journal (1992), pp.574-586.

Google Scholar

[5] Bentur a, Cohen Md. Durability of Portland cement-silica fume pastes in magnesium sulfate and sodium solutions: ACI Material Journal (1988), pp.148-157.

DOI: 10.14359/1809

Google Scholar

[6] Al-Amoudi Osb. Attack on plain and blended cements exposed to aggressive sulfate environments: Cement and Concrete Composites, Vol. 24 (2002), pp.305-320.

DOI: 10.1016/s0958-9465(01)00082-8

Google Scholar

[7] Manu Santhanam, Menashi D. Cohen, Jan Olek. Sulfate attack research-whither now?: Cement and Concrete Research, Vol.31 (2001), pp.845-851.

DOI: 10.1016/s0008-8846(01)00510-5

Google Scholar

[8] Yu Zhang, Lixue Jiang, Weiping Zhang, Wenjun Qu: Durability of Concrete Structures (Shanghai Science and Technology Press, Shanghai 2003, In Chinese)

Google Scholar

[9] Menashi D. Cohen, Bingtian. Does gypsum formation during sulfate attack on concrete lead to expansion? : Cement and Concrete Research, Vol. 30 (2000), pp.117-123.

DOI: 10.1016/s0008-8846(99)00211-2

Google Scholar

[10] Manu Santhanam, Menashi D. Cohen, Jan Olek. Effects of gypsum formation on the performance of cement mortars during external sulphate attack: Cement and Concrete Research, Vol. 33 (2003), pp.325-332.

DOI: 10.1016/s0008-8846(02)00955-9

Google Scholar

[11] G. Inan A.B. Goktepe, K. Ramyar,Et al. Estimation of sulfate expansion level of PC mortar using statistical and neural approaches: Construction and Building Materials, Vol. 20 (2006), pp.441-449.

DOI: 10.1016/j.conbuildmat.2005.01.041

Google Scholar

[12] G. Rajasekaran. Sulphate attack and ettringite formation in the lime and cement stabilized marine clays: Ocean Engineering Vol. 32 (2005), pp.1133-1159.

DOI: 10.1016/j.oceaneng.2004.08.012

Google Scholar

[13] W.C. Hansen. Attack on Portland cement concrete by alkali soil and water-A critical review: Highway Research Record, (1966), pp.1-32.

Google Scholar

[14] D.M. Mulenga, J. Stark, P. Nobst. Thaumasite formation in concrete and mortars containing fly ash: Cement and Concrete Composites, Vol.25 (2003), pp.907-912.

DOI: 10.1016/s0958-9465(03)00136-7

Google Scholar

[15] P. Purnell, O.J. Francis, C.L. Page. Formation of thaumasite in synthetic cement mineral slurries: Cement and Concrete Composites, Vol. 25 (2003), pp.857-860.

DOI: 10.1016/s0958-9465(03)00112-4

Google Scholar

[16] N.J. Crammond, M.E. Gaze. The formation of thaumasite in a cement:lime:sand mortar exposed to cold magnesium and potassium sulfate solutions: Cement and Concrete Composites, Vol. 22 (2000), pp.209-222.

DOI: 10.1016/s0958-9465(00)00002-0

Google Scholar

[17] M.A. Eden. The laboratory investigation of concrete affected by TSA in the UK [J]. Cement and Concrete Composites, Vol. 25 (2003), pp.847-850.

DOI: 10.1016/s0958-9465(03)00111-2

Google Scholar

[18] Fengchen Zhang, Baoguo Ma, Hongbo Tan, Shouwei Jian. Form and Mechanism of Sulfate Attack of Cement-based Material Exposed to Different Corrosion Circumstance: Journal of University of Jinan (In Chinese), Vol. 22(2008), pp.33-38

Google Scholar

[19] Paul Brown, R.D. Hooton, Boyd Clark. Microstructural changes in concretes with sulfate exposure: Cement and Concrete Composites, Vol. 26 (2004), pp.993-999.

DOI: 10.1016/j.cemconcomp.2004.02.033

Google Scholar

[20] S.J. Barnett, D.E. Macphee, E.E. Lachowska, N.J. Crammond. XRD, EDX and IR analysis of solid solutions between thaumasite and ettringite: Cement and Concrete Research, Vol. 32(2002), pp.719-730

DOI: 10.1016/s0008-8846(01)00750-5

Google Scholar

[21] Xiaoxuan Ma. The Classification of Main Soil Corrosion to Concrete Material in Our Country: Building Science (In Chinese), Vol. 19 (2003), pp.56-57.

Google Scholar