Authors
Kanchani Basnayake, Abul Fazal Mazumder, Upul Attanayake, Neal S Berke
Publication date
2020/10
Journal
Transportation Research Record
Volume
2674
Issue
10
Pages
261-268
Publisher
SAGE Publications
Description
Controlling permeability of concrete is essential for enhancing durability and, thus, the service life. Concrete permeability is affected by the total volume of permeable voids and the continuity of the capillary pore structure. Even though concrete strength is the typical performance parameter used to define a wet curing duration, it is important to maintain wet curing until concrete develops a discontinuous capillary pore structure with a minimum volume of total permeable voids to assure durability. Therefore, the required wet curing period can be defined as the longest duration out from the (i) time to achieve the specified strength, (ii) time to develop a discontinuous capillary pore structure, and (iii) time to develop a minimum volume of total permeable voids. Since concrete strength evaluation methods are well developed, there is a need for developing procedures to evaluate concrete pore structure characteristics to …
Total citations
20212022202320244211
Scholar articles
K Basnayake, AF Mazumder, U Attanayake, NS Berke - Transportation Research Record, 2020