Transport Properties and Deicing Salt Resistance of Blended Ultrahigh-Performance Concrete-Reference-Cited by-同舟云学术

Transport Properties and Deicing Salt Resistance of Blended Ultrahigh-Performance Concrete

Published:2024-06 Issue:2 Volume:38 Page:
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Hasnat Ariful¹^ORCID,Ghafoori Nader²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, 4505 Maryland Parkway, Box 454015, Las Vegas, NV 89154-4015 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, 4505 Maryland Parkway, Box 454015, Las Vegas, NV 89154-4015.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCRGEI.CRENG-724

Reference62 articles.

1. AASHTO. 2019. Standard method of test for surface resistivity indication of concrete’s ability to resist chloride ion penetration. AASHTO T 358. Washington, DC: AASHTO

2. Exploring mechanical and durability properties of ultra-high performance concrete incorporating various steel fiber lengths and dosages

3. Properties prediction of environmentally friendly ultra-high-performance concrete using artificial neural networks

4. Acker, P., and M. Behloul. 2004. “Ductal® technology: A large spectrum of properties, a wide range of applications.” In Proc., Int. Symp. on Ultra High Performance Concrete, 11–23. Kassel, Germany: Kassel Univ. Press GmbH

5. Ahlborn, T. M., E. J. Peuse, and D. L. Misson. 2008. Ultra-high performance concrete for Michigan bridges, material performance: Phase I. RC-1525. Lansing, MI: Michigan Dept. of Transportation.