TECHNICAL PAPERS
May 1, 2006

In-Service Durability Performance of Water Tanks

Publication: Journal of Performance of Constructed Facilities
Volume 20, Issue 2

Abstract

With an alarmingly increased rate of deterioration in reinforced concrete structures due to durability performance, efforts are being made to quantify in situ performance. Performance is a function of time and it is related to degradation and the parameters influencing it. Although state-of-the-art modeling of various deterioration mechanisms is available in the literature, evaluation of the influence of various deterioration mechanisms that decrease performance with time is difficult. However, in situ condition documentation, survey, and assessment of deteriorated structures reflect the resultant deterioration process and also helps in validation of experimental and theoretical methods of performance evaluation. In this research, a systematic in situ condition documentation, survey, and assessment of water tank structures has been done based on an empirical damage scale similar to that suggested in the literature and a bilinear graphical deterioration model for such water retaining structures in a semitropical region like India is presented on the basis of case studies.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgment

The writers are grateful to All India Council of Technical Education, New Delhi for providing financial assistance in the form of the R&D Project entitled “Knowledge based expert system for evaluation of residual service life and repair strategies for concrete structures.”

References

Ahmed, S., Bhattacharjee, B., and Wason, R. (1997). “Experimental service life prediction of Rebar-corroded reinforced concrete structures.” ACI Mater. J., 94(4).
Bratchell, G. E. (1985). “Nominal design life.” Struct. Eng., 63A(7), 199–200.
British Standards Institutions (BSI). (1950). “Code of functional requirements of buildings: Chapter IX—Durability.” CP3, London.
Buenfeld, N. R., and Hassanein, N. M. (1998). “Predicting the life of concrete structures using neural networks.” Proc., Inst. Civ. Eng., Struct. Build., 101, 38–48.
Dhir, R. K., Jones, M. R., and Ahmed, H. E. H. (1991). “Concrete durability—Estimation of chloride concentration during design life.” Mag. Concrete Res., 43(154), 37–44.
Enright, M. P., and Frangopal, D. M. (1998). “Service life prediction of deteriorating concrete bridges.” J. Struct. Eng., 124(3), 309–317.
European Commission Standing Committee on Construction. (2002). “Durability and the construction products directives.” Guidance Paper Fhttp://europa.eu.int/comm/enterprise/construction/index. html⟩.
Figgs, J. W. (1973). “Methods of measuring air and water permeability of concrete.” Mag. Concrete Res., 25(85), 213–219.
Gervick, B. C. (1989). “Pressing needs and future opportunities of concrete in the marine environment.” Proc., Gervick Symp. on Durability of Concrete, Univ. of California, Berkley, Calif., 1–5.
Hjelmstad, K. D., Lange, D. A., Parson, I. D., and Lawrence, P. V. (1996). “Mathematical model for durability of cladding.” J. Mater. Civ. Eng., 8(3), 172–174.
Hollis, M., and Gibson, C. (1991). Surveying buildings, R.I.C.S. Books, London.
Idorn, G. M. (1994). The modeling of micro structure and its potential for studying transport properties and durability, H. Jennings, J. Kropp, and K. Scrivener, eds., Kluwer Academic, London.
Kaminetzky, D. (1985). “Verification of structural adequacy.” J. Am. Concr. Inst., (SP85-6), 135–155.
Kasai, Y., Matsui, I., and Nagano, M. (1984). On-site rapid air permeability test for concrete—In-situ nondestructive testing of concrete, American Concrete Institute, Detroit, 525–541.
Litvan, G., and Bickley, J. (1987). “Durability of parking structures.” ACI SP-100, 1503–1526.
Manning, D. G., and Somerville, G. (1992). “Design life of concrete highway structures—The North American scene.” Proc., British Group of IABSE Colloquium—The Design Life of Structures, Cambridge Blackie (An Imprint of Chapman and Hall), Glasgow, U.K., 144–153.
Mehta, P. K., and Gervick, B. C. (1996). “Concrete in service of modern world.” Proc., Int. Conf. on Concrete in Service of Mankind, Univ. of Dundee, Dundee, Scotland, U.K., 1–28.
Miyagawa, T. (1991). “Durability design and repair of concrete structures—Chloride corrosion of reinforcing steel and alkali-aggregate reaction.” Mag. Concrete Res., 43(156), 155–170.
Mori, Y., and Ellingwood, B. R. (1993). “Reliability-based service-life assessment of aging concrete structures.” J. Struct. Eng., 119(5), 1600–1621.
Papadakis, V. G., Fardis, M. N., and Vayenas, C. G. (1992a). “Effect of composite environmental factors and cement-lime mortar coating on concrete carbonation.” Mater. Struct., 25, 293–304.
Papadakis, V. G., Fardis, M. N., and Vayenas, C. G. (1992b). “Hydration and carbonation of pozzolanic cements.” ACI Mater. J.,119–130.
Papadakis, V. G., Vayenas, C. G., and Fardis, M. N. (1991a). “Fundamental modeling and experimental investigation of concrete carbonation.” ACI Mater. J., 88(4).
Papadakis, V. G., Vayenas, C. G., and Fardis, M. N. (1991b). “Physical and chemical characteristic affecting the durability of concrete.” ACI Mater. J., 8(2).
Pihlajavaara, S. E., and Parroll, H. (1975). “On the correlation between permeability properties and strength of concrete.” Cem. Concr. Res., 5(4), 321–327.
Saetta, A. V., Scotta, R. V., and Vitaliani, R. V. (1993). “Analysis of chloride diffusion into partially saturated concrete.” ACI Mater. J., 90(5).
Schmalz, T. C., and Stiemer, S. F. (1995). “Consideration of design life of structures.” J. Perform. Constr. Facil., 9(3), 206–219.
Suad Al-Bahar, E., Attiogbe, K., and Hasan, K. (1998). “Investigation of corrosion damage in a reinforced concrete structure in Kuwait.” ACI Mater. J., 95(3).

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 20Issue 2May 2006
Pages: 136 - 145

History

Received: Oct 5, 2004
Accepted: May 13, 2005
Published online: May 1, 2006
Published in print: May 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Sudhir Singh Bhadauria [email protected]
Professor and Head, Civil Engineering Dept., Univ. Institute of Technology, Rajiv Gandhi Technological Univ., Bhopal-462036, Madhya Pradesh, India (corresponding author). E-mail: [email protected]
Mahesh Chandra Gupta
Vice-Chancellor, Rajiv Gandhi Technological Univ., Bhopal 462036, Madhya Pradesh, India.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share