Influence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils

Unpaved roads can be affected by high traffic demand and environmental conditions, decreasing its serviceability. To improve mechanical performance and reduce maintenance costs in soils, chemical stabilization techniques have been widely used and it is additive selection depends mainly on the availa...

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Autores principales: R. Cabezas, C. Cataldo
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Lenguaje:EN
Publicado: Taylor & Francis Group 2019
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Acceso en línea:https://doaj.org/article/950d118be6834a618a5beef8fa53268c
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spelling oai:doaj.org-article:950d118be6834a618a5beef8fa53268c2021-11-04T15:51:55ZInfluence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils2331-191610.1080/23311916.2019.1592658https://doaj.org/article/950d118be6834a618a5beef8fa53268c2019-01-01T00:00:00Zhttp://dx.doi.org/10.1080/23311916.2019.1592658https://doaj.org/toc/2331-1916Unpaved roads can be affected by high traffic demand and environmental conditions, decreasing its serviceability. To improve mechanical performance and reduce maintenance costs in soils, chemical stabilization techniques have been widely used and it is additive selection depends mainly on the available soil. In this research, an experimental study for different soil-additive combinations was conducted and analyzed, considering several soils based in andesitic rocks, for analyzing soil strength improvement after chemical stabilization. The results showed a dependency regarding the grain size distribution of the soil, but also on the plasticity index and the moisture content of the sample, which differs significantly from some literature guidelines. Proper conditions of soil characteristics and water-additive concentration may lead up to an increase of twice the initial soil strength. The concentration of additive per unit volume of wet soil leads to define an Effective Additive Concentration (EAC) parameter, that provides an optimal increase of soil shear strength. It is proven that exists a clear tendency of optimal EAC value for asphalt or polymeric additives, as well as some tendencies for enzymatic additives that need to be further developed, due to its dependence on the chemical composition of the soils.R. CabezasC. CataldoTaylor & Francis Grouparticlesoil stabilizationchemicalsoil improvementrural roadsbearing capacityEngineering (General). Civil engineering (General)TA1-2040ENCogent Engineering, Vol 6, Iss 1 (2019)
institution DOAJ
collection DOAJ
language EN
topic soil stabilization
chemical
soil improvement
rural roads
bearing capacity
Engineering (General). Civil engineering (General)
TA1-2040
spellingShingle soil stabilization
chemical
soil improvement
rural roads
bearing capacity
Engineering (General). Civil engineering (General)
TA1-2040
R. Cabezas
C. Cataldo
Influence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils
description Unpaved roads can be affected by high traffic demand and environmental conditions, decreasing its serviceability. To improve mechanical performance and reduce maintenance costs in soils, chemical stabilization techniques have been widely used and it is additive selection depends mainly on the available soil. In this research, an experimental study for different soil-additive combinations was conducted and analyzed, considering several soils based in andesitic rocks, for analyzing soil strength improvement after chemical stabilization. The results showed a dependency regarding the grain size distribution of the soil, but also on the plasticity index and the moisture content of the sample, which differs significantly from some literature guidelines. Proper conditions of soil characteristics and water-additive concentration may lead up to an increase of twice the initial soil strength. The concentration of additive per unit volume of wet soil leads to define an Effective Additive Concentration (EAC) parameter, that provides an optimal increase of soil shear strength. It is proven that exists a clear tendency of optimal EAC value for asphalt or polymeric additives, as well as some tendencies for enzymatic additives that need to be further developed, due to its dependence on the chemical composition of the soils.
format article
author R. Cabezas
C. Cataldo
author_facet R. Cabezas
C. Cataldo
author_sort R. Cabezas
title Influence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils
title_short Influence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils
title_full Influence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils
title_fullStr Influence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils
title_full_unstemmed Influence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils
title_sort influence of chemical stabilization method and its effective additive concentration (eac) in non-pavement roads. a study in andesite-based soils
publisher Taylor & Francis Group
publishDate 2019
url https://doaj.org/article/950d118be6834a618a5beef8fa53268c
work_keys_str_mv AT rcabezas influenceofchemicalstabilizationmethodanditseffectiveadditiveconcentrationeacinnonpavementroadsastudyinandesitebasedsoils
AT ccataldo influenceofchemicalstabilizationmethodanditseffectiveadditiveconcentrationeacinnonpavementroadsastudyinandesitebasedsoils
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