Acid corrosion resistance of different cementing materials

被引:251
作者
Shi, C
Stegemann, JA
机构
[1] CJS Technol Inc, Burlington, ON L7M 2Z2, Canada
[2] Univ London Imperial Coll Sci Technol & Med, London SW7 2BU, England
关键词
acid corrosion; pastes; Portland cement; lime-fly ash cement; alkali-activated slag;
D O I
10.1016/S0008-8846(00)00234-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study has investigated the corrosion of different hardened cementing materials, such as Portland cement (PC), alkali-activated blast furnace slag cement (ASC), lime-fly ash (LFA) blend and high alumina cement with gypsum and lime (HAC), in pH 3 nitric acid, pH 3 acetic acid, and pH 5 acetic acid solutions. Experimental results indicated that PC pastes were corroded faster than ASC and LFA pastes, and pastes consisting of HAC were quickly dissolved in these acid solutions. PC pastes are more porous than ASC pastes but much less porous than LFA pastes. Thus, the corrosion of hardened cementing materials in acid solutions depends on the nature of the hydration products rather than the porosity of the hardened cementing materials: calcium silicate hydrate (C-S-H) with a low C/S ratio is the main hydration product in ASC and LFA pastes, while C-S-H with a high C/S ratio and Ca(OH)(2) are the main hydration products in hardened PC pastes. Ca(OH)(2) decomposes as the pH drops below 12, and C-S-H decalcifies as the pH decreases, and decomposes for pH values below 9. The mixture of high alumina cement, gypsum, and lime results in the formation of an ettringite-based matrix, which was dissolved very quickly in these acid solutions. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:803 / 808
页数:6
相关论文
共 13 条
[1]  
Baes C. J., 1986, HYDROLYSIS CATIONS
[2]  
Belie D., 1996, CEMENT CONCRETE RES, V26, P1717
[3]  
Flemming H., 1995, WATER QUAL INT, V4, P16
[4]   STUDIES ON CHEMICAL-RESISTANCE OF LOW WATER CEMENT RATIO CONCRETES [J].
MEHTA, PK .
CEMENT AND CONCRETE RESEARCH, 1985, 15 (06) :969-978
[5]   CORROSION OF HARDENED CEMENT PASTE BY ACETIC AND NITRIC-ACIDS .1. CALCULATION OF CORROSION DEPTH [J].
PAVLIK, V .
CEMENT AND CONCRETE RESEARCH, 1994, 24 (03) :551-562
[6]  
SHI C, 1992, P 9 INT C CHEM CEM N, V3, P298
[7]  
STEGEMANN JA, 1991, TS15 ENV CAN
[8]  
STEGEMANN JA, 1997, P WASCON 97 PUTT THE
[9]   Control concrete sewer corrosion via the crown spray process [J].
Sydney, R ;
Esfandi, E ;
Surapaneni, S .
WATER ENVIRONMENT RESEARCH, 1996, 68 (03) :338-347
[10]   High-performance concrete mix for an optimum protection in acidic conditions [J].
Tamimi, AK .
MATERIALS AND STRUCTURES, 1997, 30 (197) :188-191