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Houses made of wooden planks and raised above the ground are typical of the local building methods, although there are also many concrete structures in the Portuguese colonial style.
Many concrete structures are exposed to high temperatures that produce material deterioration involving stiffness and strength loss.
Many concrete structures such as dams, abutment piers of bridges, offshore platforms, costal and port structures, etc., are often submerged in water.
As a repair method, the electrochemical chloride removal technique named desalination was developed and has been applied to many concrete structures.
Many concrete structures are located in water environment, but the underwater concrete is usually unsaturated even though it has been soaked in the water for a very long time.
Many concrete structures, for instance lateral cantilevers of highway boxgirder bridges, can be strengthened on the upper side with Externally Bonded (EB) Carbon Fiber Reinforced Polymer (CFRP) strips in order to increase their load-bearing capacity in flexure.
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The scale of the problem is even greater in the event of many concrete structure premature failure which consumes more raw material for rebuilding.
Many concrete hydropower structures develop faults before they reach the end of their life.
Corrosion induced by chloride ions has become a critical issue for many reinforced concrete structures.
Many underground concrete structures suffer from issues of concrete cracking due to shrinkage during hydration, which furthermore results in water leakage.
Many of concrete structures during their working life are subjected to influence of different unfavorable factors that can decrease within time their capacity and serviceability, which finally ends with the need of application of appropriate rehabilitation measures or structure demolition.
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