Instrumentation for reinforced concrete durability monitoring of Qingdao Bay Bridge

Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management

Volumn , Issue , 2010, Pages 851-856

  Shao, X P ^a   Guo, B L ^a   Ni, Y Q ^b  

^a Qingdao Bay Bridge Construction Headquarters   (China)

^b HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

ANODE-LADDER SYSTEMS; CONCRETE RESISTIVITY; ELECTRODE ASSEMBLIES; ENVIRONMENTAL CONDITIONS; EXPANSION-RING-SYSTEM; FREEZING THAWING CYCLES; LIMIT VALUES; MAINTENANCE ACTIVITY; MONITORING SYSTEM; POLARIZATION RESISTANCES; POTENTIAL DIFFERENCE; PROTECTIVE MEASURES; QINGDAO; SAFETY EVALUATIONS; SALINE CONCENTRATION; SHANDONG PROVINCE; STEEL BARS; TOTAL LENGTH;

CORROSION; DURABILITY; MAINTENANCE; OPTIMIZATION; PILE FOUNDATIONS; REINFORCED CONCRETE;

BRIDGES;

EID: 84856734408     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Mehta, P.K. 1997. Durability-critical issues for the future. Concrete International 19(7): 27-33.
2. Polder, R. & Peelen, W. 2007. Use of advanced corrosion monitoring for risk based management of concrete structures. HERON 52(4): 239-250.
3. Raupach, M. & Schießl, P. 2001. Macrocell sensor systems for monitoring of the corrosion risk of the reinforcement in concrete structures. NDT&E International 34(6): 435-442.
4. Song, H.W. & Saraswathy, V. 2007. Corrosion monitoring of reinforced concrete structures - a review. International Journal of Electrochemical Science 7(2): 1-28.