Technical Notes
Mar 31, 2017

Quantifying Changes in Surface Characteristics of Concrete due to Progressive Deterioration

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 8

Abstract

Scaling, erosion, and cracking are some manifestations of deterioration of concrete surfaces due to chemical attack, exposure to cyclic freezing and thawing, and so forth. Though a rating of the surface can be done visually using some standard method, such an evaluation still remains largely qualitative and subjective. For laying down specifications and maintenance of structures, quantitative and objective methods are required to assist objective decision-making. This paper reports the results of the application of a modified version of a test procedure that is used to determine the surface texture of pavements using concrete specimens subjected to accelerated deterioration due to cyclic freezing and thawing. It is found that the test can be used in conjunction with others to maintain an objective and quantitative record of deterioration of surface characteristics. The fact that the test is nondestructive, noninvasive, and requires only minimum training of workers and simple tools, makes the proposition of using this test more attractive. A possible classification that can be used for specification writing and maintenance of structures is also suggested.

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References

ACI (American Concrete Institute). (2008). “Guide to durable concrete.” ACI 201.2R-08, Detroit.
ASTM. (2012). “Standard test method for resistance of concrete to rapid freezing and thawing.” ASTM C672/C672M, West Conshohocken, PA.
ASTM. (2015). “Standard test method for measuring pavement macro texture depth using volumetric technique.” ASTM E965, West Conshohocken, PA.
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Indian Standard. (2004). “Recommended guidelines for concrete mix design.” Indian Standard 10262-1982, Bureau of Indian Standards, New Delhi, India.
Kogbara, R. B., Masad, E. A., Kassem, E., Scarpas, A., and Anupam, K. (2016). “A state-of-the-art review of parameters influencing measurement and modeling of skid resistance of asphalt pavements.” Constr. Build. Mater., 114, 602–617.
Praticò, F. G., and Vaiana, R. (2015). “A study on the relationship between mean texture depth and mean profile depth of asphalt pavements.” Constr. Build. Mater., 101(1), 72–79.
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Vassilev, D. G. (2011). “Evaluation of test methods for de-icer salt scaling resistance of concrete.” Thesis for Masters in Applied Science, Univ. of Toronto, Toronto.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 8August 2017

History

Received: Nov 10, 2016
Accepted: Jan 18, 2017
Published online: Mar 31, 2017
Published in print: Aug 1, 2017
Discussion open until: Aug 31, 2017

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Authors

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Girish K. Gandhi [email protected]
Former Graduate Student, Dept. of Civil Engineering, IIT Kanpur, Kanpur, Uttar Pradesh 208016, India. E-mail:[email protected]
Deepti Sharma [email protected]
Former Graduate Student, Dept. of Civil Engineering, IIT Kanpur, Kanpur, Uttar Pradesh 208016, India. E-mail: [email protected]
Sudhir Misra [email protected]
Professor, Dept. of Civil Engineering, IIT Kanpur, Kanpur, Uttar Pradesh 208016, India (corresponding author). E-mail: [email protected]

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