{"title":"Magnesium sulfate attack on portland cement paste — II. Chemical and mineralogical analyses","authors":"David Bonen, Menashi D. Cohen","doi":"10.1016/0008-8846(92)90023-O","DOIUrl":null,"url":null,"abstract":"<div><p>Many of the chemical and mineralogical changes in pastes made with portland cement (PC) and with portland cement plus silica fume (PC-SF) subjected to magnesium sulfate attack occurred in a zone which was referred to as “transition zone”. This zone extended from the surface double-layer inwards where only few changes could be detected. The width of the transition zone varied according to the character of the paste, being greater for the PC paste.</p><p>Among the characteristic features of the transition zone were the continuous increases in (1) the Ca/Si ratio of the CSH gel, and (2) the bulk CaO/SiO<sub>2</sub> ratio of the paste from the surface inwards. In addition, the transition zone had a smaller amount of unhydrated cement particles and exhibited a strong differentiation in the relative amount of the residual phases.</p><p>The mechanism of the magnesium sulfate attack involved the formation of two counter diffusion patterns. Hydroxide ions, (OH)<sup>−</sup>, diffused outwards from the paste, whereas SO<sub>4</sub><sup>2−</sup> ions diffused inwards from the surface. Due to the lower Ca/Si ratio of the CSH gel in the PC-SF paste and its alteration products, the PC-SF paste was more susceptible to the magnesium sulfate attack than the PC paste.</p><p>A schematic model is presented which is based on the microstructure (presented in Part I) and the spatial chemical and mineralogical variations. The model attempts to provide explanation and trace the progression of magnesium sulfate attack.</p></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"22 4","pages":"Pages 707-718"},"PeriodicalIF":13.1000,"publicationDate":"1992-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0008-8846(92)90023-O","citationCount":"124","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Cement and Concrete Research","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/000888469290023O","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 124
Abstract
Many of the chemical and mineralogical changes in pastes made with portland cement (PC) and with portland cement plus silica fume (PC-SF) subjected to magnesium sulfate attack occurred in a zone which was referred to as “transition zone”. This zone extended from the surface double-layer inwards where only few changes could be detected. The width of the transition zone varied according to the character of the paste, being greater for the PC paste.
Among the characteristic features of the transition zone were the continuous increases in (1) the Ca/Si ratio of the CSH gel, and (2) the bulk CaO/SiO2 ratio of the paste from the surface inwards. In addition, the transition zone had a smaller amount of unhydrated cement particles and exhibited a strong differentiation in the relative amount of the residual phases.
The mechanism of the magnesium sulfate attack involved the formation of two counter diffusion patterns. Hydroxide ions, (OH)−, diffused outwards from the paste, whereas SO42− ions diffused inwards from the surface. Due to the lower Ca/Si ratio of the CSH gel in the PC-SF paste and its alteration products, the PC-SF paste was more susceptible to the magnesium sulfate attack than the PC paste.
A schematic model is presented which is based on the microstructure (presented in Part I) and the spatial chemical and mineralogical variations. The model attempts to provide explanation and trace the progression of magnesium sulfate attack.
期刊介绍:
Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.