RESEARCH ARTICLE


Effect of Marble Powder on the Properties of Self-Compacting Sand Concrete



Bouziani Tayeb1, 2, *, Benmounah Abdelbaki1, Bederina Madani2, Lamara Mohamed2
1 Laboratoire des Matériaux Minéraux et Composites LMMC, Université M’hamed Bougara de Boumerdes, 35000 Algeria
2 Laboratoire de Recherche de Génie Civil LRGC, Université Amar Telidji de Laghouat, 03000 Algeria


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Creative Commons License
© Mohamed et al.;

open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

* Address correspondence to this author at the Laboratoire des Matériaux Minéraux et Composites LMMC, Université M’hamed Bougara de Boumerdes, 35000 Algeria.Tel: +213 24 81 64 08; Fax: +213 24 81 64 08; E-mails: t.bouziani@mail.lagh-univ.dz, t.bouziani@yahoo.fr


Abstract

Self-compacting sand concrete (SCSC) can be regarded as a flowing sand concrete, containing as principal aggregate natural sand, which can be cast without compaction or vibration. Due to the finesses of aggregates in SCSC, it requires a high amount of fine materials than other types of concretes. This paper studies the effect of marble powder content (MP) on the properties of the sand concrete (SCSC) at fresh and hardened states. The properties of the fresh prepared mixes tested are the mini-slump flow, the V-funnel flow time and viscosity. At the hardened state, the parameter which has been determined is the 28-day compressive strength. The obtained test results show that the increase of MP content in SCSC, from 150 kg/m3 to 350 kg/m3, improves the properties at fresh state by decreasing v-funnel flow time (from 5s to 1.5s) and increasing the mini-cone slump (from 28cm to 34cm). With the use of 250 kg/m3 of MP we can reach the highest initial viscosity while retaining good fluidity at high rotational speeds, compared to the MP contents of 150 kg/m3 and 350 kg/m3. In other hand, the 28-days compressive strength decreases with an increase of MP content.

Keywords: Self-compacting sand concrete, marble powder, fresh properties.