Recycling of Foundry Sand Wastes in Self-Compacting Mortars: Use as Cementitious Materials and Fine Aggregates

Author:

Sebki Ghania1,Safi Brahim1,Chahour Kahina12

Affiliation:

1. University M’Hamed Bougara-Boumerdes Frantz fanon city , Research Unit: Materials, Processes and Environment, (UR/MPE) , Boumerdes , 35000 , Algeria

2. University Mouloud Mammeri of Tizi Ouzou Hasnoua road , Faculty of Construction Engineering, Civil Engineering Department , Tizi Ouzou , 15000 , Algeria

Abstract

Abstract This work aims to study the possibility recycling of foundry sand wastes (FSW) as a cementations additive and fine aggregate in self-compacting mortars (SCM). For this, an experimental study was carried out to evaluate physical and mechanical properties of SCM. Firstly, sand is substituted by the foundry sand waste at dosages (0%, 10%, 30%, and 50%) by weight of the sand. Secondly cement is partially substituted by crushed foundry sand waste at different ratio (0%, 10%, 20%, 30%, and 50%) by weight of cement. The obtained results show that up to 50%, (FSW) can be used as fine aggregate for mortars without affecting the essential proprieties of mortar. However, beyond 50% of sand substitution, mortars lose their fluidity. The compressive strength of the mortars with 50% of cement substitution decreased compared to the control mortar. Value of the highest compressive strength recorded at 28 days, is of the order of 50 MPa for the mortar with 20% of cement substitution. Also, stress-strain curve show an acceptable mechanical behavior of FSW-based mortar at 50% of sand substitution.

Publisher

Walter de Gruyter GmbH

Subject

General Medicine

Reference29 articles.

1. Abichou, T., Benson, C.H., Edil, T.B., 2000, Lab study: use of green foundry sand as hydraulic barrier. ASCE Journal of Geotechnical and Geoenvironmental Engineering 126 (12), 1174–1183.

2. Abichou, T., Benson, C.H., Edil, T.B., Freber, B.W., 1998, Use of waste foundry sand in hydraulic barrier. ASCE American Society of Civil Engineers, Geotechnical Special Publication 79, 86–99.

3. Amitkumar D., A. Pamnani, Alefiya I. Kachwala, 2015, Foundry Sand: Utilization as a partial replacement of fine aggregate for establishing sustainable concrete, International Journal of Engineering Sciences & Research Technology, 4(1), January, pp. 308–311.

4. ASTM C348 – 08, Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars, which appears in the Annual Book of ASTM Standards Vol 04.01.

5. ASTM C348 – 08, Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars, which appears in the Annual Book of ASTM Standards Vol 04.01.

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