ABSTRACT
ABSTRACT: Reinforced concrete structures can deteriorate due to exposure conditions, develop defects due to overload or become damaged due to unusual loads or forces. Incidental or programmed observations and inspections usually reveal cause and extent. Yet in some cases investigators remain baffled. This paper describes a number of case studies where the cause of the deficiency was an unexpected exposure or load condition, the “Sherlock Holmes Factor”. Investigation guidelines are offered.
