scholarly journals Expansion Behavior of Portland Cement Mortars under Sulfate Attack

2007 ◽  
Vol 353-358 ◽  
pp. 2577-2580
Author(s):  
Jian Kang Chen ◽  
Min Qiang Jiang ◽  
Ding Yi Yang
2020 ◽  
Vol 13 (3) ◽  
pp. 644-655 ◽  
Author(s):  
D. J. DE SOUZA ◽  
M. H. F. MEDEIROS ◽  
J. HOPPE FILHO

Abstract Sulfate attack is a term used to describe a series of chemical reactions between sulfate ions and hydrated compounds of the hardened cement paste. The present study aims to evaluate the physical (linear expansion, flexural and compressive strength) and mineralogical properties (X-ray diffraction) of three different mortar compositions (Portland Cement CPV-ARI with limestone filler and, with a quartz filler, in both cases with 10% replacement of the cement by weight) against sodium and magnesium sulfate attack (concentration of SO4 2- equal to 0.7 molar). The data collected indicate that the replacing the cement by the two fillers generate different results, the quartz filler presented a mitigating behaviour towards the sulfate, and the limestone filler was harmful to Portland cement mortars, in both physical and chemical characteristics.


2006 ◽  
Vol 36 (12) ◽  
pp. 2132-2137 ◽  
Author(s):  
Manu Santhanam ◽  
Menashi Cohen ◽  
Jan Olek

2015 ◽  
Vol 06 (06) ◽  
pp. 539-548
Author(s):  
Alexey Brykov ◽  
Anna Anisimova ◽  
Natalya Rozenkova ◽  
Mohammed Hadi ◽  
Maxim Mokeev

Author(s):  
Diego Jesus de Souza ◽  
Marcelo Henrique Farias de Medeiros ◽  
Juarez Hoppe Filho

ABSTRACT: Sulfate attack is a term used to describe a series of chemical reactions between sulfate ions and hydrated compounds of the hardened cement paste. The present study aims to evaluate the physical (linear expansion, flexural and compressive strength) and mineralogical properties (X-ray diffraction) of three different mortar compositions (Portland Cement CPV-ARI containing silica fume and rice husk ash, in both cases with 10% replacement of the cement by weight) against sodium and magnesium sulfate attack (concentration of SO42- equal to 0.7 molar). The data collected indicate that the replacing the cement by the two siliceous supplementary cementitious materials (SCMs) generate similar results, both SCMs were able to mitigate the effects of the sodium sulfate attack in both physical and chemical characteristics, however, both materials increase the deterioration (i.e. compressive strength) when exposed to MgSO4 solution.


2009 ◽  
Vol 51 (3) ◽  
pp. 110-115
Author(s):  
H. Aygül Yeprem ◽  
Selahattin Gökmen

2010 ◽  
pp. n/a-n/a
Author(s):  
Geandre de Carvalho Oliveira ◽  
Guimes Rodrigues Filho ◽  
Júlia Graciele Vieira ◽  
Rosana M. Nascimento De Assunção ◽  
Carla da Silva Meireles ◽  
...  

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