Alkali-carbonate reaction in concrete - Microstructural consequences and mechanism of expansion
Andreas Leemann(Swiss Federal Laboratories for Materials Science and Technology), Leandro Sanchez(University of Ottawa), Frank Winnefeld(Swiss Federal Laboratories for Materials Science and Technology), Beat Münch(Swiss Federal Laboratories for Materials Science and Technology), Barbara Lothenbach(Swiss Federal Laboratories for Materials Science and Technology), Cassandra Trottier(University of Ottawa), Ellina Bernard(Swiss Federal Laboratories for Materials Science and Technology)
Cited by 11
Related Papers
Overall assessment of Alkali-Aggregate Reaction (AAR) in concretes presenting different strengths and incorporating a wide range of reactive aggregate types and natures
|Cement and Concrete Research|2017|204
Reliable quantification of AAR damage through assessment of the Damage Rating Index (DRI)
|Cement and Concrete Research|2014|168
Comprehensive damage assessment in concrete affected by different internal swelling reaction (ISR) mechanisms
|Cement and Concrete Research|2018|138
Evaluation of the stiffness damage test (SDT) as a tool for assessing damage in concrete due to ASR: Test loading and output responses for concretes incorporating fine or coarse reactive aggregates
|Cement and Concrete Research|2014|90
Investigation of the use of continuous particle packing models (PPMs) on the fresh and hardened properties of low-cement concrete (LCC) systems
|Construction and Building Materials|2018|84