Skip to content
Publish & Distribute
Publishing Solutions
Distribution Solutions
Library Services
Subjects
Architecture and Design
Arts
Business and Economics
Chemistry
Classical and Ancient Near Eastern Studies
Computer Sciences
Cultural Studies
Engineering
General Interest
Geosciences
History
Industrial Chemistry
Jewish Studies
Law
Library and Information Science, Book Studies
Life Sciences
Linguistics and Semiotics
Literary Studies
Materials Sciences
Mathematics
Medicine
Music
Pharmacy
Philosophy
Physics
Social Sciences
Sports and Recreation
Theology and Religion
Publications
Journals
Books
Proceedings
Publishers
Journal Matcher
Blog
Contact
Search
English
English
Deutsch
Polski
Español
Français
Italiano
Cart
Home
Journals
Civil and Environmental Engineering
Volume 21 (2025): Issue 1 (June 2025)
Open Access
Predicting the Compressive Strength of Concrete Containing Recycled Fine Aggregate Using Early Age Test
Arshad Y. Ismail
Arshad Y. Ismail
Department of Civil Engineering, College of Engineering, University of Mosul
Mosul, Iraq
Search for this author on
Sciendo
|
Google Scholar
Ismail, Arshad Y.
,
Khalaf I. Mohammad
Khalaf I. Mohammad
Department of Building Engineering and Project Management, College of Engineering, Al-Noor University
Nineveh, Iraq
Search for this author on
Sciendo
|
Google Scholar
Mohammad, Khalaf I.
and
Ashtar S. Al-Luhybi
Ashtar S. Al-Luhybi
Department of Civil Engineering, College of Engineering, University of Mosul
Mosul, Iraq
Search for this author on
Sciendo
|
Google Scholar
Al-Luhybi, Ashtar S.
Apr 16, 2025
Civil and Environmental Engineering
Volume 21 (2025): Issue 1 (June 2025)
About this article
Previous Article
Next Article
Abstract
References
Authors
Articles in this Issue
Preview
PDF
Cite
Share
Download Cover
Published Online:
Apr 16, 2025
Page range:
299 - 311
DOI:
https://doi.org/10.2478/cee-2025-0023
Keywords
Fine Recycle aggregate
,
Compressive strength
,
Prediction
,
Statistical analysis
,
Concrete waste
© 2025 Arshad Y. Ismail et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.