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Advances in Materials Science and Engineering
Volume 2014, Article ID 835620, 5 pages
http://dx.doi.org/10.1155/2014/835620
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.

Linked References

  1. A. Seco, F. Ramírez, L. Miqueleiz, and B. García, “Stabilization of expansive soils for use in construction,” Applied Clay Science, vol. 51, no. 3, pp. 348–352, 2011. View at Publisher · View at Google Scholar · View at Scopus
  2. F. H. Chen, Foundations on Expansive Soils, Elsevier Scientific, Amsterdam, The Netherlands, 1988.
  3. N. C. Consoli, L. da Silva Lopes, and K. S. Heineck, “Key parameters for the strength control of lime stabilized soils,” Journal of Materials in Civil Engineering, vol. 21, no. 5, pp. 210–216, 2009. View at Publisher · View at Google Scholar · View at Scopus
  4. J.-L. Zheng, R. Zhang, and H.-P. Yang, “Highway subgrade construction in expansive soil areas,” Journal of Materials in Civil Engineering, vol. 21, no. 4, pp. 154–162, 2009. View at Publisher · View at Google Scholar · View at Scopus
  5. R. L. Buhler and A. B. Cerato, “Stabilization of Oklahoma expansive soils using lime and Class C Fly ash,” in Problematic Soils and Rocks and In Situ Characterizatio, vol. 162 of ASCE Geotechnical Special Publication, pp. 1–10, Denver, Colo, USA, February 2007. View at Publisher · View at Google Scholar · View at Scopus
  6. S. Sheweka, “Using mud bricks as a temporary solution for Gaza reconstruction,” Energy Procedia, vol. 6, pp. 236–240, 2011. View at Google Scholar
  7. D. Silveira, H. Varum, A. Costa, T. Martins, H. Pereira, and J. Almeida, “Mechanical properties of adobe bricks in ancient constructions,” Construction and Building Materials, vol. 28, no. 1, pp. 36–44, 2012. View at Publisher · View at Google Scholar · View at Scopus
  8. A. Lyons, Ceramic Materials for Architects and Builders, Butterworth-Heinemann, Oxford, UK, 3rd edition, 2006.
  9. A. S. Muntohar, “Engineering characteristics of the compressed-stabilized earth brick,” Construction and Building Materials, vol. 25, no. 11, pp. 4215–4220, 2011. View at Publisher · View at Google Scholar · View at Scopus
  10. C. W. Bruce, A. Y. Corral, and A. S. Lara, “Development of cleaner-burning brick kilns in Ciudad Juarez, Chihuahua, Mexico,” Journal of the Air & Waste Management Association, vol. 57, no. 4, pp. 444–456, 2007. View at Publisher · View at Google Scholar · View at Scopus
  11. A. Y. Corral Avitia, A. de la Mora Covarrubias, A. D. Cota Espericueta, R. Corral Díaz, K. A. Carrasco Urrutia, and L. E. Santana Contreras, “The risk mapping as an instrument technician for the relocation of the brick industry of the municipality of Juarez, Mexico,” Revista Internacional de Contaminacion Ambiental, vol. 26, no. 1, pp. 17–26, 2010. View at Google Scholar · View at Scopus
  12. A. Dass and S. K. Malhotra, “Lime-stabilized red mud bricks,” Materials and Structures, vol. 23, no. 4, pp. 252–255, 1990. View at Publisher · View at Google Scholar · View at Scopus
  13. S. Kumar, “Fly ash-lime-phosphogypsum cementitious binder: a new trend in bricks,” Materials and Structures, vol. 33, no. 225, pp. 59–64, 2000. View at Google Scholar · View at Scopus
  14. B. V. V. Reddy and K. Gourav, “Strength of lime-fly ash compacts using different curing techniques and gypsum additive,” Materials and Structures, vol. 44, no. 10, pp. 1793–1808, 2011. View at Publisher · View at Google Scholar · View at Scopus
  15. A. G. Kerali, “In-service deterioration of compressed earth blocks,” Geotechnical & Geological Engineering, vol. 23, no. 4, pp. 461–468, 2005. View at Publisher · View at Google Scholar · View at Scopus
  16. M. Achenza and L. Fenu, “On earth stabilization with natural polymers for earth masonry construction,” Materials and Structures, vol. 39, no. 285, pp. 21–27, 2006. View at Publisher · View at Google Scholar · View at Scopus
  17. M. D. Braja, Principles of Geotechnical Engineering, Cengage Learning, United States of America, 7th edition, 2010.
  18. “Standard Test Method for Particle-Size Analysis of Soils,” ASTM D422-63, Annual Book of ASTM Standards, 2007.
  19. “Standard Test Methods for Liquid Limit, Plastic Limit and Plasticity Index of soils,” ASTM D4318-10, Annual Book of ASTM Standards, 2010.
  20. “Standard Test Method for Shrinkage Factors of Soils by the Mercury Method (Withdrawn 2008),” ASTM D 2427-04, Annual Book of ASTM Standards, 2008.
  21. “Standard Test Method for Classification of Soils for Engineering Purposes,” ASTM D 2487-93, Annual Book of ASTM Standards, 1993.
  22. “Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer,” ASTM D 2854-10, Annual Book of ASTM Standards, 2010.
  23. “Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12400ft-lbf/ft3(600kN-m/m3)),” ASTM D698-00a, Annual Book of ASTM Standards, 2000.
  24. “Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56000ft-lbf/ft3(2700kN-m/m3)),” ASTM D1557-12, Annual Book of ASTM Standards, 2012.
  25. “Standard Test Method for Unconfined Compressive Strength of Cohesive Soil,” ASTM D2166-00, Annual Book of ASTM Standards, 2000.
  26. “Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile,” ASTM C67-13a, Annual Book of ASTM Standards, 2013.