Effect of sea sand substitution on the strength and durability characteristics of epoxy modified cement concrete
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Abstract
Concrete, the most widely used building material consumes large
newlinequantities of aggregates for its production. The usage of aggregates has caused
newlineserious ecological problems leading to the requirement of an alternative
newlinematerial to meet the demand. The modern era is also witnessing same serious
newlineissues due to the increasing production of cements. Global warming one of the
newlinedebatable topic focuses only on reducing the greenhouse gases generated by the
newlineproduction of cement. The alternative construction thus chosen for replacing
newlinecement and aggregates should not only meet the design and strength
newlinerequirements but also the ecological criteria. The prevention of depletion of
newlinesand can be done through the use of sea sands available in plenty. However the
newlineusage of sea sands affects the service life of the concrete by subjecting them to
newlinecorrosion and other environmental related damages. Polymer concrete
newlineessentially is used for special applications and their usage is also not uncommon
newlinein today s world. The present research work tries to improve the service life of
newlinesea sand concrete by using them in combination with epoxy resin. Initially the
newlineremoval of some minute impurities such as clay, organic matter and other traces
newlinewere removed by subjecting them to water washing continuously for about
newlinethree hours. The removal of chloride ions from sea sand indirectly extends the
newlineservice life of the concrete produced using sea sand in concrete. Some
newlineimportant properties of concrete such as physical, mechanical and durability
newlinewere studied on the sea sand concrete containing epoxy resin as cement
newlinereplacement. The scope of the work revolves around the assessment of the
newlineproperties of concrete manufactured using sea sand as replacement for natural
newlineriver sand up to 50% and 12% epoxy resin as partial substitute for cement. The
newlineworkability of concrete was studied by maintaining constant water binder ratio
newline