Caracterización de propiedades físico-mecánicas de rocas ígneas utilizadas en obras de infraestructura

  • M. Navarrete Maestría en Infraestructura del Transporte en la Rama de las Vías Terrestres, Facultad de Ingeniería Civil, Universidad Michoacán de San Nicolás de Hidalgo, Morelia, Michoacán, México 58040
  • W. Martínez Molina 1Maestría en Infraestructura del Transporte en la Rama de las Vías Terrestres, Facultad de Ingeniería Civil, Universidad Michoacán de San Nicolás de Hidalgo, Morelia, Michoacán, México 58040. ------ 2 Departamento de Materiales, Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, Michoacán, México, 58070
  • E. M. Alonso-Guzmán 1 Maestría en Infraestructura del Transporte en la Rama de las Vías Terrestres, Facultad de Ingeniería Civil, Universidad Michoacán de San Nicolás de Hidalgo, Morelia, Michoacán, México 58040.--------- 2 Departamento de Materiales, Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, Michoacán, México, 58070. ------- 3 Facultad de Arquitectura, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, Michoacán, México, 58070
  • C. Lara-Gómez Departamento de Materiales, Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, Michoacán, México, 58070.
  • J. A. Bedolla-Arroyo Facultad de Arquitectura, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, Michoacán, México, 58070
  • H. Chávez Maestría en Infraestructura del Transporte en la Rama de las Vías Terrestres, Facultad de Ingeniería Civil, Universidad Michoacán de San Nicolás de Hidalgo, Morelia, Michoacán, México 58040.
  • D. Delgado Facultad de Ingeniería, Universidad Autónoma del Estado de México, Toluca, México, 50100.
  • J. C. Arteaga Facultad de Ingeniería, Universidad Autónoma del Estado de México, Toluca, México, 50100.
DOI: https://doi.org/10.21041/ra.v3i2.49
Keywords: stone materials, Point Load, sample worked

Abstract

Stone materials are currently used in almost all building processes and because of this they perform different tests can be both physical and mechanical , in these, the load test regulated by ASTM D 5731 , describes the use of the instrument Point Load to determine the mechanical strength unhewn rocks , with approximate size of 4 inches in diameter , determining mechanical properties with high reliability and ease , it is economical method because the team can take the site or (bank) quarry , not necessary till the specimens. If further tests are physical and current humidity, absorption, density, specific gravity, these results help to better understand the mechanical behavior of the stone, being able to achieve an economy, as in the preparation of concrete, hydraulically and asphalt. This paper also compares the physical and mechanical properties of materials banks in the region of Morelia, Michoacan, Mexico

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References

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Published
2013-05-30
How to Cite
Navarrete, M., Martínez Molina, W., Alonso-Guzmán, E. M., Lara-Gómez, C., Bedolla-Arroyo, J. A., Chávez, H., Delgado, D., & Arteaga, J. C. (2013). Caracterización de propiedades físico-mecánicas de rocas ígneas utilizadas en obras de infraestructura. Revista ALCONPAT, 3(2), 129 - 139. https://doi.org/10.21041/ra.v3i2.49
Issue
Vol. 3 No. 2 (2013)
Section
Basic Research

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