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Advances in Materials Science and Engineering
Volume 2014 (2014), Article ID 835620, 5 pages
Research Article

Application of Optimum Compaction Energy in the Development of Bricks Made with Construction Trash Soils

1División de Estudios de Posgrado, Facultad de Ingeniería, Universidad Autónoma de Querétaro, Cerro de las Campanas S/N, Colonia Las Campanas, 76010 Querétaro, QRO, Mexico
2Laboratorio de Mecánica Multiescalar de Geosistemas, Centro de Geociencias, Universidad Nacional Autónoma de México, Boulevard Juriquilla 3001, Colonia Juriquilla, 76230 Querétaro, QRO, Mexico
3División de Estudios de Posgrado e Investigación, Departamento de Ingeniería, Química y Bioquímica, Instituto Tecnológico de Zacatepec, Calzada Tecnológico 27, 62780 Zacatepec, MOR, Mexico

Received 8 February 2014; Accepted 17 April 2014; Published 8 May 2014

Academic Editor: Gonzalo Martínez-Barrera

Copyright © 2014 T. Lopez-Lara et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


In general, bricks frequently show different densities and therefore different resistances because the compaction energy is not considered in their production. Expansive soils represent a problem for light buildings over them because of volumetric instability. A generalized solution has been to extract them and substitute them by inert soil; thus they become construction trash. So, in this work the compaction energy aspect and the use of construction trash soils in the elaboration of resistant masonry bricks of homogeneous and controlled density are a new contribution in the production of bricks of better quality. First, the soil was stabilized with CaOH which leads to a decrease in its volumetric changes. Then, they were compacted with a specific energy for obtaining an optimal and maximum controlled density to ensure an increase in strength. Our results show that two optimal compaction energies can be considered with respect to the variation of optimum moisture in masonry bricks of expansive soil stabilized with lime. The first is when the optimal humidity reaches its smallest value (integrated soil lumps) and the second is when humidity increases (disintegrated soil lumps), after reaching its lowest value. We also conclude that high compaction energy does not improve density values.