Pore size distribution of Brasilia tropical soil in 3 different initial states

In the last decades there was an evolution in the analysis of the soil structure, most importantly, there was an improvement in the evaluation and in the ways of determining the mentioned structure and how it relates to the hydro-mechanical behaviour of soils. Due to the necessity of understanding t...

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Main Authors: Rodrigues Borges Camilla, de Carvalho Faria Lima Lopes Bruna, Porfírio Cordão Neto Manoel
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_01009.pdf
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spelling doaj-1dc6b2310fa54a7a9fb2bf00b48335ed2021-03-02T11:12:41ZengEDP SciencesE3S Web of Conferences2267-12422019-01-01920100910.1051/e3sconf/20199201009e3sconf_isg2019_01009Pore size distribution of Brasilia tropical soil in 3 different initial statesRodrigues Borges Camillade Carvalho Faria Lima Lopes BrunaPorfírio Cordão Neto ManoelIn the last decades there was an evolution in the analysis of the soil structure, most importantly, there was an improvement in the evaluation and in the ways of determining the mentioned structure and how it relates to the hydro-mechanical behaviour of soils. Due to the necessity of understanding the behaviour of tropical soils under different structures (natural, compacted and slurry) this study was developed by means of the Mercury Intrusion Porosimetry (MIP), enabling the analysis of the structural characteristics of these samples. The main objective of this work is to evaluate how the different structures are affected by external loading and how the changes in the pore sizes influences the hydro-mechanical behaviour of the soil in both, saturated and unsaturated conditions. It has been observed that the results regarding the influence of the structure showed a bimodal behaviour. The structural modification of the soil under study, due to the mechanical and / or hydraulic loading, leads to changes in the structure of the macropores and does not affect the micropores. With this, it is noticed that even fixing the parameters related to the microstructure it is possible to make a good adjustment of the macro. This is justified by the fact that the microstructure of all samples are very similar.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_01009.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Rodrigues Borges Camilla
de Carvalho Faria Lima Lopes Bruna
Porfírio Cordão Neto Manoel
spellingShingle Rodrigues Borges Camilla
de Carvalho Faria Lima Lopes Bruna
Porfírio Cordão Neto Manoel
Pore size distribution of Brasilia tropical soil in 3 different initial states
E3S Web of Conferences
author_facet Rodrigues Borges Camilla
de Carvalho Faria Lima Lopes Bruna
Porfírio Cordão Neto Manoel
author_sort Rodrigues Borges Camilla
title Pore size distribution of Brasilia tropical soil in 3 different initial states
title_short Pore size distribution of Brasilia tropical soil in 3 different initial states
title_full Pore size distribution of Brasilia tropical soil in 3 different initial states
title_fullStr Pore size distribution of Brasilia tropical soil in 3 different initial states
title_full_unstemmed Pore size distribution of Brasilia tropical soil in 3 different initial states
title_sort pore size distribution of brasilia tropical soil in 3 different initial states
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2019-01-01
description In the last decades there was an evolution in the analysis of the soil structure, most importantly, there was an improvement in the evaluation and in the ways of determining the mentioned structure and how it relates to the hydro-mechanical behaviour of soils. Due to the necessity of understanding the behaviour of tropical soils under different structures (natural, compacted and slurry) this study was developed by means of the Mercury Intrusion Porosimetry (MIP), enabling the analysis of the structural characteristics of these samples. The main objective of this work is to evaluate how the different structures are affected by external loading and how the changes in the pore sizes influences the hydro-mechanical behaviour of the soil in both, saturated and unsaturated conditions. It has been observed that the results regarding the influence of the structure showed a bimodal behaviour. The structural modification of the soil under study, due to the mechanical and / or hydraulic loading, leads to changes in the structure of the macropores and does not affect the micropores. With this, it is noticed that even fixing the parameters related to the microstructure it is possible to make a good adjustment of the macro. This is justified by the fact that the microstructure of all samples are very similar.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_01009.pdf
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