Phase composition changes due to ammonium-sulphate: attack on Portland and Portland fly ash cements

被引:18
作者
Miletic, S
Ilic, M
Otovic, S
Folic, R
Ivanov, Y
机构
[1] IMS Inst Mat Testing, Belgrade, Yugoslavia
[2] Fac Tech Sci, YU-2100 Novi Sad, Yugoslavia
[3] Bulgarian Acad Sci, Sofia, Bulgaria
关键词
ammonium-sulphate attack; cement; phase composition; fly ash; gypsum; ettringite;
D O I
10.1016/S0950-0618(99)00017-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The behaviour of Portland cement and Portland cement with 30% fly ash in 10% ammonium-sulphate solution was studied within a comprehensive research program. All materials have been chemically analysed and their physico-chemical and mechanical properties have been investigated. X-ray diffraction was used for following changes into microstructure after storage of samples in ammonium-sulphate solution, and phase composition changes were identified. Based on XRD analysis of the phase composition changes it could be concluded that the main product of the ammonium-sulphate attack on cements is gypsum, followed by ettringite. The presence of gypsum is increased with the time of exposing of samples in the solution for both types of cement, but it has occurred that the increase of this phase is higher in the PCBP samples containing fly ash. Compressive strengths of PCB and PCBP samples after curing in water for 14 days and exposed in ammonium-sulphate solution for 3, 7, 14, 21 and 28 days are investigated. PCBP samples containing fly ash have better behaviour in ammonium-sulphate solution. Addition of fly ash to Portland cement makes this cement become more resistant to the sulphate aggressive environment. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:117 / 127
页数:11
相关论文
共 9 条
[1]   Sulfate corrosion of portland cement-pure and blended with 30% of fly ash [J].
Djuric, M ;
Ranogajec, J ;
Omorjan, R ;
Miletic, S .
CEMENT AND CONCRETE RESEARCH, 1996, 26 (09) :1295-1300
[2]   DURABILITY OF HYDRATED PORTLAND-CEMENT WITH COPPER SLAG ADDITION IN NACL+NA2SO4 MEDIUM [J].
GONI, S ;
LORENZO, P ;
SAGRERA, JL .
CEMENT AND CONCRETE RESEARCH, 1994, 24 (08) :1403-1412
[3]  
Koch A., 1960, ZEM-KALK-GIPS, V7, P317
[4]  
MATSUFUJI Y, 1996, P DURABILITY BUILD 7, V1, P45
[5]  
MILETIC S, 1998, ZEMENT KALK GIPS INT, V51, P10
[6]  
MILETIC S, 1996, P 16 S NORD CONCR RE, P339
[7]  
MILETIC S, 1997, P 10 ICCC GOT SWED, V4
[8]  
REGOURD M, 1980, P 7 INT C CHEM CEM P, V1, P278
[9]  
TAYLOR HFW, 1973, MINERAL MAG, V39, P247