Improvement of clayey subgrades through the addition of steel waste

This work evaluates the behaviour of clay soil mixture by adding stell waste/slag, comparering with the quality criteria to be a subgrade road. The behavior of the mixture of steel waste with kaolinite clay was established with a dosage matrix of global increase, in percentages of 25, 50 and 75% thr...

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Main Authors: Ospina-García, Miguel Ángel, Chaves-Pabón, Saieth Baudilio, Jiménez-Sicachá, Luis Miguel
Format: Online
Language:spa
Published: Universidad Pedagógica y Tecnológica de Colombia 2020
Subjects:
Online Access:https://revistas.uptc.edu.co/index.php/investigacion_duitama/article/view/11692
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author Ospina-García, Miguel Ángel
Chaves-Pabón, Saieth Baudilio
Jiménez-Sicachá, Luis Miguel
author_facet Ospina-García, Miguel Ángel
Chaves-Pabón, Saieth Baudilio
Jiménez-Sicachá, Luis Miguel
author_sort Ospina-García, Miguel Ángel
collection OJS
description This work evaluates the behaviour of clay soil mixture by adding stell waste/slag, comparering with the quality criteria to be a subgrade road. The behavior of the mixture of steel waste with kaolinite clay was established with a dosage matrix of global increase, in percentages of 25, 50 and 75% through sieve number 4. The results show that the steel waste works on cohesive materials, reducing plasticity by up to 0%, and increasing the California Bearing Ratio (CBR) value, by 378.92%. It is possible to conclude that the steel waste is an excellent complement for improving the physical and mechanical properties of kaolinite clay subgrade. In a first approximation, the most recommended dosage is 25%, because the reduction of resistance to compression and plasticity index was not as high as in other dosages, but it increases the CBR index and the density.
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institution Revista de Investigación, Desarrollo e Innovación (RIDI)
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publishDate 2020
publisher Universidad Pedagógica y Tecnológica de Colombia
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spelling oai:oai.revistas.uptc.edu.co:article-116922021-12-10T01:46:08Z Improvement of clayey subgrades through the addition of steel waste Mejoramiento de subrasantes de tipo arcilloso mediante la adición de escoria de acero Ospina-García, Miguel Ángel Chaves-Pabón, Saieth Baudilio Jiménez-Sicachá, Luis Miguel ground stabilization; subgrade; clays; pavement; mechanical properties estabilización de suelos; subrasante; arcillas; pavimento; propiedades mecánicas This work evaluates the behaviour of clay soil mixture by adding stell waste/slag, comparering with the quality criteria to be a subgrade road. The behavior of the mixture of steel waste with kaolinite clay was established with a dosage matrix of global increase, in percentages of 25, 50 and 75% through sieve number 4. The results show that the steel waste works on cohesive materials, reducing plasticity by up to 0%, and increasing the California Bearing Ratio (CBR) value, by 378.92%. It is possible to conclude that the steel waste is an excellent complement for improving the physical and mechanical properties of kaolinite clay subgrade. In a first approximation, the most recommended dosage is 25%, because the reduction of resistance to compression and plasticity index was not as high as in other dosages, but it increases the CBR index and the density. El presente trabajo evalúa el comportamiento de mezclas de suelo arcilloso mediante la adición de escoria de acero, comparando con los criterios de calidad para ser una subrasante vial. El comportamiento de la mezcla de escoria de acería con arcilla caolinita, se estableció con una matriz de dosificación de aumento gradual, en porcentajes de: 25, 50 y 75%, a través del tamiz N°4. Los resultados indican que la escoria de acería funciona en materiales cohesivos, reduciendo la plasticidad hasta un 0%, y aumentando el valor del California Bearing Ratio, CBR, en un 378.92%. Se concluye que la escoria de acero, es un excelente complementopara mejorar las propiedades físicas y mecánicas de una subrasante de arcilla caolinita. En una primera aproximación, la dosificación más recomendada es de un 25%, debido a que la disminución en la resistencia a la compresión e índice de plasticidad no fue tan alta como en las otras dosificaciones, pero sí aumenta el índice CBR y la densidad. Universidad Pedagógica y Tecnológica de Colombia 2020-08-15 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion application/pdf text/xml https://revistas.uptc.edu.co/index.php/investigacion_duitama/article/view/11692 10.19053/20278306.v11.n1.2020.11692 Revista de Investigación, Desarrollo e Innovación; Vol. 11 No. 1 (2020): Julio-Diciembre; 185-196 Revista de Investigación, Desarrollo e Innovación; Vol. 11 Núm. 1 (2020): Julio-Diciembre; 185-196 2389-9417 2027-8306 spa https://revistas.uptc.edu.co/index.php/investigacion_duitama/article/view/11692/9755 https://revistas.uptc.edu.co/index.php/investigacion_duitama/article/view/11692/11250 Derechos de autor 2020 REVISTA DE INVESTIGACIÓN, DESARROLLO E INNOVACIÓN
spellingShingle ground stabilization;
subgrade;
clays;
pavement;
mechanical properties
estabilización de suelos;
subrasante;
arcillas;
pavimento;
propiedades mecánicas
Ospina-García, Miguel Ángel
Chaves-Pabón, Saieth Baudilio
Jiménez-Sicachá, Luis Miguel
Improvement of clayey subgrades through the addition of steel waste
title Improvement of clayey subgrades through the addition of steel waste
title_alt Mejoramiento de subrasantes de tipo arcilloso mediante la adición de escoria de acero
title_full Improvement of clayey subgrades through the addition of steel waste
title_fullStr Improvement of clayey subgrades through the addition of steel waste
title_full_unstemmed Improvement of clayey subgrades through the addition of steel waste
title_short Improvement of clayey subgrades through the addition of steel waste
title_sort improvement of clayey subgrades through the addition of steel waste
topic ground stabilization;
subgrade;
clays;
pavement;
mechanical properties
estabilización de suelos;
subrasante;
arcillas;
pavimento;
propiedades mecánicas
topic_facet ground stabilization;
subgrade;
clays;
pavement;
mechanical properties
estabilización de suelos;
subrasante;
arcillas;
pavimento;
propiedades mecánicas
url https://revistas.uptc.edu.co/index.php/investigacion_duitama/article/view/11692
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