{"title":"Admixture Compatibility in Special Concretes","authors":"N. Mailvaganam","doi":"10.14359/5581","DOIUrl":null,"url":null,"abstract":"Concrete is no longer produced as a rational mixture of just cement, stone and water. It has matured to a mixture which includes both chemical and mineral admixtures. A mixture of admixtures is used to obtain special concretes that are characterized by very high flow, good cohesion and self-leveling properties, that can be placed underwater without the aid of tremies, that expand and induce compressive stresses or reduce shrinkage, and can be placed and cured at sub-zero temperatures. The use of a mixture of admixtures in a single mix however, raises compatibility issues which need to be rectified prior to field use. Specific incompatibilities between certain admixtures are cited and the manner of resolving such problems discussed.","PeriodicalId":299049,"journal":{"name":"SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures","volume":"70 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1999-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"5","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/5581","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 5
Abstract
Concrete is no longer produced as a rational mixture of just cement, stone and water. It has matured to a mixture which includes both chemical and mineral admixtures. A mixture of admixtures is used to obtain special concretes that are characterized by very high flow, good cohesion and self-leveling properties, that can be placed underwater without the aid of tremies, that expand and induce compressive stresses or reduce shrinkage, and can be placed and cured at sub-zero temperatures. The use of a mixture of admixtures in a single mix however, raises compatibility issues which need to be rectified prior to field use. Specific incompatibilities between certain admixtures are cited and the manner of resolving such problems discussed.