Cracking and Reinforcement Corrosion in Short-Span Precast Concrete Bridges

Durham, Stephan A.; Heymsfield, Ernest; Tencleve, Keith D.

doi:10.1061/(asce)0887-3828(2007)21:5(390)

Cited by 5 publications

(1 citation statement)

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“…Deo et al (2010) [66] evaluated volumetric porosity by image analysis and hydraulic conductivity by a falling head permeability cell Durham et al (2007) [67]. examined the causes of longitudinal cracking deterioration by performing investigation such as site bridge inspections, determining live load positions, testing for concrete permeability, collecting local relative humidity data, and determining the in situ moisture content of the beams.…”

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confidence: 99%

Review of Nondestructive Testing Methods for Condition Monitoring of Concrete Structures

Verma

Bhadauria²,

Akhtar

2013

Journal of Construction Engineering

138

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The deterioration of concrete structures in the last few decades calls for effective methods for condition evaluation and maintenance. This resulted in development of several nondestructive testing (NDT) techniques for monitoring civil infrastructures. NDT methods have been used for more than three decades for monitoring concrete structures; now it has been recognized that NDT plays an important role in the condition monitoring of existing RC structures. NDT methods are known to be better to assess and evaluate the condition of RC structures practically. This paper reviewed several available NDT methods developed and used in the last few decades.

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confidence: 99%