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- W1513143210 abstract "to Mass concrete in marine structures must comply with specific requirements which differ greatly from those for common applications of mass concrete. As with most mass concretes, compressive strength requirements for concrete in marine structures are often not as important as achieving durability. Therefore, design of concrete mixture, including concrete ingredients, must be done very carefully, taking into account many factors influencing behaviour and durability of marine structures concrete. Thermal stress is one of the main causes for concrete damage in mass concrete structures. It causes cracks to occur in concrete at early age [1, 2, 3]. Temperature changes in concrete elements are influenced by external (environment) and internal (cement hydration) conditions [4]. Concrete crack occurrence due to thermal stress can be avoided by choosing a material composition that provides lower rates of hydration, reducing the placing temperature of concrete, controlling lift thickness and adjusting the time intervals between lifts to allow heat to dissipate [5, 6, 7]. Surface or internal cracking may occur at various stages of hydration: During the early stages of hydration, when the internal temperature of the immature concrete is increasing, the cooler surface zone is subjected to tensile stress. Thus surface cracking, usually fairly shallow, may occur within a few days after casting At later stages, after the peak temperature has been reached and the internal concrete enters the cooling phase, the increased stiffness of surface zone now acts as a restraint to the thermal shrinkage of the internal concrete. Internal sections are, therefore, subjected" @default.
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- W1513143210 date "2011-03-31" @default.
- W1513143210 modified "2023-09-23" @default.
- W1513143210 title "Projektiranje betonskih mješavina za rekonstrukciju sjeverozapadnog lukobrana u Tripoliju – Libija" @default.
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