Quantitative Relationship between Chloride Penetration Depth and Hydraulic Conductivity of Concrete under Hydrostatic Pressure-Reference-Cited by-同舟云学术

Quantitative Relationship between Chloride Penetration Depth and Hydraulic Conductivity of Concrete under Hydrostatic Pressure

Published:2022-05 Issue:5 Volume:34 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yoon In-Seok¹,Chang Chunho²

Affiliation:

1. Professor, Dept. of Civil Engineering, Induk Univ., Seoul 01878, Republic of Korea (corresponding author).

2. Professor, Dept. of Civil Engineering, Keimyung Univ., Daegu 42601, Republic of Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004198

Reference49 articles.

1. AASHTO. 2002. Standard method of test for resistance of concrete to chloride ion penetration. AASHTO T 259. Washington, DC: AASHTO.

2. Effect of the Key Mixture Parameters on Tortuosity and Permeability of Concrete

3. Corrosion initiation time of steel reinforcement in a chloride environment—A one dimensional solution

4. ASTM. 1997. Standard test methods for electrical indication of concrete’s ability to resist chloride ion penetration. ASTM C1202-97. West Conshohocken, PA: ASTM.

5. AgNO3 spray tests: advantages, weaknesses, and various applications to quantify chloride ingress into concrete. Part 1: Non-steady-state diffusion tests and exposure to natural conditions

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