Journal
CONSTRUCTION AND BUILDING MATERIALS
Volume 78, Issue -, Pages 430-438Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2015.01.009
Keywords
Seashells; Self-compacting mortar; Fluidity; Compressive strength; Elastic modulus; Interfacial zone
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The aim of this study is to see the possibility to use or to recycle wastes of Marin's origin, in particular seashells in a self-compacting mortars (SCMs) as a fine aggregate by sand substitution. An experimental study was conducted to evaluate the properties in the fresh (fluidity and flowability) and hardened properties (bulk density, porosity/water absorption, flexural and compressive strength and elastic modulus) of self-compacting mortars (SCMs) with the partial and total substitution of sand (S) by seashells (Sh) crushed at different ratio (Sh/S = 0%, 10%, 20%, 50% and 100%) by weight. The obtained results show that the crushed seashells (0/5 mm class), can be used as the fine aggregate for self-compacting mortar, without affecting the essential properties of mortar. However, the flowability of mortars based 100% of seashells, was better and is suitable for a fluid concrete (as a self-compacting concrete). Also, up to 100% replacement of sand by the crushed seashells has caused a slight reduction in compressive strength and elastic modulus of studied mortars. The macrostructural study by optical microscope of the interfacial zone (seashells-binder) has shown that there is a good adhesion between seashell and cement paste and the angular form of the seashells has significantly improved the distribution of this latter in the cementitious matrix. (C) 2015 Elsevier Ltd. All rights reserved.
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