Effect of crack width on chloride diffusion coefficients of concrete by steady-state migration tests

By S. Jang, Bo Sung Kim, B. Oh. 2011

223 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/95107da4744131146acc884789792f2d1ca032c8

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. A. Sakulich
2. W. Weiss
3. D. Bentz
4. P. Basheer
5. Edward J. Garboczi
6. Yun Bai
7. A. Rashad
8. Rafat Siddique

In Mechanics of Materials

1. Edward J. Garboczi
2. A. Sakulich
3. Bo Zhou
4. Jianfeng Wang
5. Jeffrey Bullard
6. Vít S˘milauer
7. Z. Bittnar
8. S. Moftah

Citations in the corpus

• Influence of service loading and the resulting micro-cracks on chloride resistance of concrete (2016, background): “In some studies [12,16–21] chloride transport”
• Modeling of the Influence of Transverse Cracking on Chloride Penetration into Concrete (2013, background): “In this case, both the crack width and crack depth are significant parameters influencing the overall chloride penetration, and relations between the crack width and the effective diffusivity of the crack have been developed in several cases [6-13].”