Estimation of precompression stress in an Ultisol cultivated with sugarcane

Detalhes bibliográficos
Autor(a) principal: Mendes,Pericles M. B.
Data de Publicação: 2019
Outros Autores: Rolim,Mário M., Lima,Renato P. de, Pedrosa,Elvira M. R., Tavares,Uilka E., Simões Neto,Djalma E.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Revista Brasileira de Engenharia Agrícola e Ambiental (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1415-43662019000500336
Resumo: ABSTRACT Compressive soil properties are typically used for the understanding of compaction process. As an alternative to laboratory tests, pedo-transfer functions have been used to estimate the mechanical behaviour of soil as a function of soil physical parameters. The impact of soil bulk density (BD) and gravimetric water content (w) was examined on soil strength and pedo-transfer functions were proposed to predict the precompression stress (σp) in an Ultisol cultivated with sugarcane. Undisturbed soil cores were sampled at the depths of 0-0.20 and 0.20-0.40 m, subjected to different water contents, and subsequently, compression tests were performed to determine σp. The data were subjected to analysis of variance and regression analysis. Bulk density and w affected σp positively and negatively, respectively. Approximately 70% of the variation of the σp could be explained as a function of BD and w through an accessible multiple regression model. Comparisons with other pedo-transfer functions showed that estimates of σp may be rather sensitive to soil management and textural classes. Variations imposed by soil management and cohesive character into depth suggest that independent models should be considered to characterise compressive behaviour of soil by horizon or layer.
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spelling Estimation of precompression stress in an Ultisol cultivated with sugarcanecompactionsoil compressibilitycoastal tablelandsABSTRACT Compressive soil properties are typically used for the understanding of compaction process. As an alternative to laboratory tests, pedo-transfer functions have been used to estimate the mechanical behaviour of soil as a function of soil physical parameters. The impact of soil bulk density (BD) and gravimetric water content (w) was examined on soil strength and pedo-transfer functions were proposed to predict the precompression stress (σp) in an Ultisol cultivated with sugarcane. Undisturbed soil cores were sampled at the depths of 0-0.20 and 0.20-0.40 m, subjected to different water contents, and subsequently, compression tests were performed to determine σp. The data were subjected to analysis of variance and regression analysis. Bulk density and w affected σp positively and negatively, respectively. Approximately 70% of the variation of the σp could be explained as a function of BD and w through an accessible multiple regression model. Comparisons with other pedo-transfer functions showed that estimates of σp may be rather sensitive to soil management and textural classes. Variations imposed by soil management and cohesive character into depth suggest that independent models should be considered to characterise compressive behaviour of soil by horizon or layer.Departamento de Engenharia Agrícola - UFCG2019-05-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1415-43662019000500336Revista Brasileira de Engenharia Agrícola e Ambiental v.23 n.5 2019reponame:Revista Brasileira de Engenharia Agrícola e Ambiental (Online)instname:Universidade Federal de Campina Grande (UFCG)instacron:UFCG10.1590/1807-1929/agriambi.v23n5p336-340info:eu-repo/semantics/openAccessMendes,Pericles M. B.Rolim,Mário M.Lima,Renato P. dePedrosa,Elvira M. R.Tavares,Uilka E.Simões Neto,Djalma E.eng2019-05-02T00:00:00Zoai:scielo:S1415-43662019000500336Revistahttp://www.scielo.br/rbeaaPUBhttps://old.scielo.br/oai/scielo-oai.php||agriambi@agriambi.com.br1807-19291415-4366opendoar:2019-05-02T00:00Revista Brasileira de Engenharia Agrícola e Ambiental (Online) - Universidade Federal de Campina Grande (UFCG)false
dc.title.none.fl_str_mv Estimation of precompression stress in an Ultisol cultivated with sugarcane
title Estimation of precompression stress in an Ultisol cultivated with sugarcane
spellingShingle Estimation of precompression stress in an Ultisol cultivated with sugarcane
Mendes,Pericles M. B.
compaction
soil compressibility
coastal tablelands
title_short Estimation of precompression stress in an Ultisol cultivated with sugarcane
title_full Estimation of precompression stress in an Ultisol cultivated with sugarcane
title_fullStr Estimation of precompression stress in an Ultisol cultivated with sugarcane
title_full_unstemmed Estimation of precompression stress in an Ultisol cultivated with sugarcane
title_sort Estimation of precompression stress in an Ultisol cultivated with sugarcane
author Mendes,Pericles M. B.
author_facet Mendes,Pericles M. B.
Rolim,Mário M.
Lima,Renato P. de
Pedrosa,Elvira M. R.
Tavares,Uilka E.
Simões Neto,Djalma E.
author_role author
author2 Rolim,Mário M.
Lima,Renato P. de
Pedrosa,Elvira M. R.
Tavares,Uilka E.
Simões Neto,Djalma E.
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Mendes,Pericles M. B.
Rolim,Mário M.
Lima,Renato P. de
Pedrosa,Elvira M. R.
Tavares,Uilka E.
Simões Neto,Djalma E.
dc.subject.por.fl_str_mv compaction
soil compressibility
coastal tablelands
topic compaction
soil compressibility
coastal tablelands
description ABSTRACT Compressive soil properties are typically used for the understanding of compaction process. As an alternative to laboratory tests, pedo-transfer functions have been used to estimate the mechanical behaviour of soil as a function of soil physical parameters. The impact of soil bulk density (BD) and gravimetric water content (w) was examined on soil strength and pedo-transfer functions were proposed to predict the precompression stress (σp) in an Ultisol cultivated with sugarcane. Undisturbed soil cores were sampled at the depths of 0-0.20 and 0.20-0.40 m, subjected to different water contents, and subsequently, compression tests were performed to determine σp. The data were subjected to analysis of variance and regression analysis. Bulk density and w affected σp positively and negatively, respectively. Approximately 70% of the variation of the σp could be explained as a function of BD and w through an accessible multiple regression model. Comparisons with other pedo-transfer functions showed that estimates of σp may be rather sensitive to soil management and textural classes. Variations imposed by soil management and cohesive character into depth suggest that independent models should be considered to characterise compressive behaviour of soil by horizon or layer.
publishDate 2019
dc.date.none.fl_str_mv 2019-05-01
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dc.language.iso.fl_str_mv eng
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dc.publisher.none.fl_str_mv Departamento de Engenharia Agrícola - UFCG
publisher.none.fl_str_mv Departamento de Engenharia Agrícola - UFCG
dc.source.none.fl_str_mv Revista Brasileira de Engenharia Agrícola e Ambiental v.23 n.5 2019
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