Behavior of a new laterally top-loaded post-grouted micropile in highly porous lateritic soil

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Autore principale: Yuri Barbosa
Natura: Artículo científico
Lingua:en
Pubblicazione: Universidad Nacional de Colombia 2023
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author Yuri Barbosa
author_facet Yuri Barbosa
contents Behavior of a new laterally top-loaded post-grouted micropile in highly porous lateritic soil Yuri Barbosa Paulo José Rocha de Albuquerque Murilo Heryaldo Pinheiro Tarozzo David de Carvalho Ingeniería Post lateritic soil collapsible soil grouted micropile horizontal loading test The use of micropiles has been increasing in recent years, mostly for horizontally loaded cases. Given the little information about this foundation type under lateral top-loading, especially in high-porosity and collapsible soils, a total of four transversal loading tests were carried out in a new post-grouted micropile configuration with length of 17 m and diameter of 0.3 m, two in natural soil moisture conditions and two in flooded conditions. Load-displacement curves and the horizontal reaction coefficient of the new micropile were obtained. Results were compared with other pile types laterally tested under the same conditions and in the same geological and geotechnical contexts. Generally, results were better than the other pile types, mainly under saturated condition. The new micropile proved to be a better and more efficient alternative for local lateritic soil treatment when compared with the soil-cement treatment. 2023 artículo científico 0012-7353 https://www.redalyc.org/articulo.oa?id=49677978015 https://www.redalyc.org/journal/496/49677978015/ https://www.redalyc.org/journal/496/49677978015/html/ https://www.redalyc.org/journal/496/49677978015/49677978015.epub https://www.redalyc.org/journal/496/49677978015/movil https://doi.org/10.15446/dyna.v90n225.104807 en http://www.redalyc.org/revista.oa?id=496 Dyna application/pdf Universidad Nacional de Colombia Dyna (Colombia) Num.225 Vol.90
format Artículo científico
id redalyc_49677978015
institution Redalyc
language en
publishDate 2023
publisher Universidad Nacional de Colombia
spellingShingle Behavior of a new laterally top-loaded post-grouted micropile in highly porous lateritic soil
Yuri Barbosa
Ingeniería
Post
lateritic soil
collapsible soil
grouted micropile
horizontal loading test
Behavior of a new laterally top-loaded post-grouted micropile in highly porous lateritic soil Yuri Barbosa Paulo José Rocha de Albuquerque Murilo Heryaldo Pinheiro Tarozzo David de Carvalho Ingeniería Post lateritic soil collapsible soil grouted micropile horizontal loading test The use of micropiles has been increasing in recent years, mostly for horizontally loaded cases. Given the little information about this foundation type under lateral top-loading, especially in high-porosity and collapsible soils, a total of four transversal loading tests were carried out in a new post-grouted micropile configuration with length of 17 m and diameter of 0.3 m, two in natural soil moisture conditions and two in flooded conditions. Load-displacement curves and the horizontal reaction coefficient of the new micropile were obtained. Results were compared with other pile types laterally tested under the same conditions and in the same geological and geotechnical contexts. Generally, results were better than the other pile types, mainly under saturated condition. The new micropile proved to be a better and more efficient alternative for local lateritic soil treatment when compared with the soil-cement treatment. 2023 artículo científico 0012-7353 https://www.redalyc.org/articulo.oa?id=49677978015 https://www.redalyc.org/journal/496/49677978015/ https://www.redalyc.org/journal/496/49677978015/html/ https://www.redalyc.org/journal/496/49677978015/49677978015.epub https://www.redalyc.org/journal/496/49677978015/movil https://doi.org/10.15446/dyna.v90n225.104807 en http://www.redalyc.org/revista.oa?id=496 Dyna application/pdf Universidad Nacional de Colombia Dyna (Colombia) Num.225 Vol.90
title Behavior of a new laterally top-loaded post-grouted micropile in highly porous lateritic soil
topic Ingeniería
Post
lateritic soil
collapsible soil
grouted micropile
horizontal loading test
url https://www.redalyc.org/articulo.oa?id=49677978015
https://www.redalyc.org/journal/496/49677978015/
https://www.redalyc.org/journal/496/49677978015/html/
https://www.redalyc.org/journal/496/49677978015/49677978015.epub
https://www.redalyc.org/journal/496/49677978015/movil
https://doi.org/10.15446/dyna.v90n225.104807