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Journal Articles
Proceedings of the Institution of Civil Engineers - Construction Materials (2007) 160 (4): 155–164.
Published: 01 November 2007
...G. K. Glass, MSc, PhD; B. Reddy, MSc, PhD; L. A. Clark, OBE, BEng, PhD, CEng, FICE, FIStructE, FREng Chloride-induced corrosion is a major factor affecting the durability of reinforced-concrete structures. However, a high tolerance to chloride contamination has often been achieved under laboratory...
Journal Articles
Proceedings of the Institution of Civil Engineers - Construction Materials (2007) 160 (2): 47–55.
Published: 01 May 2007
...F. Micelli; A. La Tegola Masonry structures are prone to brittle failure due to seismic forces or compressive overloads. A novel retrofitting technique is presented for the confinement of masonry columns subjected to compressive loads. The use of steel strands immersed in a cementitious matrix...
Journal Articles
Proceedings of the Institution of Civil Engineers - Construction Materials (2007) 160 (2): 81–85.
Published: 01 May 2007
.... The primary source of chlorides is from the external environment, either from marine structures or de-icing salts. The most commonly used method of predicting or modelling chloride ingress is to use Fick's second law. Inevitably, there are significant variations involved in the positioning of the steel...
Journal Articles
Proceedings of the Institution of Civil Engineers - Construction Materials (2006) 159 (3): 129–136.
Published: 01 August 2006
.... Of all the durability problems facing concrete, corrosion of reinforcement is considered the most serious, in terms both of structural damage and of cost of repairs. 3 , 4 The problem of corrosion comes from the depassivation of steel by chloride ions. Corrosion of concrete reinforcement is due...

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