Revista de Ingeniería

revinge | eISSN 2011-0049 | ISSN 0121-4993

Resistencia a los cloruros en el concreto adicionado con escoria de alto horno

No. 23 (2006-05-01)
  • Naliett Karina Santamaría Díaz
    1Ingeniera Civil de la Universidad Nacional. Msc en Ingeniería Civil. Universidad de los Andes.
  • Luis Eduardo Yamín Lacouture
    2Director de tesis. Profesor asociado, Departamento de Ingeniería Civil y Ambiental. Universidad de los Andes.
  • Carlos Alberto Arcila López
    3Asesor Externo. Sika, Bogotá, Colombia.
https://doi.org/10.16924/revinge.23.6

Abstract

For determining the chloride resistance of different concrete samples, the rapid chloride permeability test was used. This procedure has been established in the standard test method ASTM 1202 [1] For this purpose, national equipment was used. It follows the specifications of the method. The tested concretes had 6 different water/binder ratios (w/b) and three percentages of blast-furnace slag as a replacement of part of cement. Although the age of the concrete was the same in all the cases, the time of saturation in water was different.

Keywords: concrete, chloride, corrosion, blast-furnace slag, curing, strength, porosity