Effects of Concrete Composition on Resistance to Microbially Induced Corrosion-Reference-Cited by-同舟云学术

Effects of Concrete Composition on Resistance to Microbially Induced Corrosion

Published:2017-06 Issue:6 Volume:143 Page:04017014
ISSN:0733-9372
Container-title:Journal of Environmental Engineering
language:en
Short-container-title:J. Environ. Eng.

Author:

Ding Ling¹,Weiss W. Jason²,Blatchley Ernest R.³

Affiliation:

1. Graduate Student Research Assistant, Lyles School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907-2051.

2. Professor and Department Head, School of Civil and Construction Engineering, Oregon State Univ., Kearney Hall, 1491 SW Campus Way, Corvallis, OR 97331.

3. Professor, Lyles School of Civil Engineering, Division of Environmental and Ecological Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907-2051 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Civil and Structural Engineering,Environmental Chemistry,Environmental Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EE.1943-7870.0001197

Reference41 articles.

1. Loss of bactericidal capacity of long-chain quaternary ammonium compounds with protein at lowered temperature

2. Performance of sewer pipe concrete mixtures with portland and calcium aluminate cements subject to mineral and biogenic acid attack

3. Study on effects of solar radiation and rain on shrinkage, shrinkage cracking and creep of concrete

4. ASTM. (2015a). “Standard specification for high solids content cold liquid-applied elastomeric waterproofing membrane for use with separate wearing course.” ASTM C836 West Conshohocken PA.

5. ASTM. (2015b). “Standard test method for resistance of concrete to rapid freezing and thawing.” ASTM C666 West Conshohocken PA.

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