Polymer-Cement Mortar with Quarry Waste as Sand Replacement

Author:

Gómez-Balbuena D. N.12,López-Lara T.3ORCID,Hernandez-Zaragoza J. B.3ORCID,Ortiz-Mena R. G.2,Navarro-Rojero M. G.1,Horta-Rangel J.3ORCID,Salgado-Delgado R.4,Castano V. M.5ORCID,Rojas-Gonzalez E.3

Affiliation:

1. CIATEQ A.C., Av. Del Retablo No. 150, Col. Constituyentes Fovissste, 76150 Santiago de Querétaro, QRO, Mexico

2. Instituto Tecnológico Superior de Huichapan, Domicilio conocido sn Col. El Saucillo, 42411 Huichapan, HGO, Mexico

3. División de Estudios de Posgrado, Facultad de Ingeniería, Universidad Autónoma de Querétaro, Cerro de las Campanas S/N, Col. Niños Héroes, 76010 Santiago de Querétaro, QRO, Mexico

4. División de Estudios de Posgrado e Investigación, Instituto Tecnológico de Zacatepec, Calzada Tecnológico No. 27, Col. Centro, 62780 Zacatepec, MOR, Mexico

5. Centro de Física Aplicada y Tecnología Avanzada, Universidad Nacional Autónoma de México, Boulevard Juriquilla 3001, 76230 Santiago de Querétaro, QRO, Mexico

Abstract

The activities of carved Quarry extraction generate problems of landscape pollution such is the case of solid waste discharged into open land dumps in central Mexico. This article presents the technological application of this solid waste in a new polymeric material with properties similar to those of a traditional mortar. It is concluded that the polymeric material uses low amounts of cement with respect to the traditional mortar, and it is elaborated with the recycled quarry as they are presented in its granulometry. The polymer used favored a low water/cement ratio (0.3) which did not allow to decrease resistance due to the fine nature of the materials (residues and cement) in addition to maintaining the workability of the material. The quarry residue was classified as silt with low plasticity and was characterized by X-ray diffraction and Fluorescence to identify 76% of SiO2, which is why it was used as a stone aggregate even though the fines content was approximately 93%. The maximum compression resistance obtained at 28 days were 8 Mpa with the polymer/solid ratios of 0.10, water/solids of 0.30, and quarry/solids of 0.67. Linear equations were analyzed for more representative values with R squared adjustment.

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

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