Experimental comparison between the sensitivity and cementation on the undrained behaviour of clayed soils

Authors

  • Juan Carlos Ruge Cárdenas Universidad Católica de Colombia
  • Fausto Molina-Gómez Universidad Católica de Colombia
  • Renato Pinto da Cunha Universidad de Brasilia

Keywords:

Sample compaction, Soil stabilization, Undrained shear strength

Abstract

This paper presents an experimental study that compares the effect of sensitivity against cementation in the recovery of stress-strain properties in clayey soils from the Sabana de Bogotá. Unconfined shear strength and compression tests were performed on natural, remoulded, and improved samples with calcium carbonate and iron oxide. Results show that the addition of iron oxide allows stress-strain parameters close to the undisturbed state after remoulding.

 

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Author Biographies

Juan Carlos Ruge Cárdenas, Universidad Católica de Colombia

Universidad Católica de Colombia, Facultad de Ingeniería

Fausto Molina-Gómez, Universidad Católica de Colombia

Universidad Católica de Colombia, Facultad de Ingeniería

Renato Pinto da Cunha, Universidad de Brasilia

Universidad de Brasilia, Posgrados en Geotecnia

Published

2024-12-20

How to Cite

[1]
J. C. Ruge Cárdenas, F. Molina-Gómez, and R. Pinto da Cunha, “Experimental comparison between the sensitivity and cementation on the undrained behaviour of clayed soils”, Ingeniare, Rev. chil. ing., vol. 29, no. 1, Dec. 2024.

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