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Provedor de dados:  Ciência Rural
País:  Brazil
Título:  Precompression stress and compression index depend on the property used to represent the soil deformation in the compression curve
Autores:  Gubiani,Paulo Ivonir
Jong Van Lier,Quirijn de
Reichert,José Miguel
Goulart,Rafael Ziani
Data:  2016-01-01
Ano:  2016
Palavras-chave:  Void ratio
Particle density
Soil bulk density
Resumo:  ABSTRACT: During linear deformation (h) in a soil sample, the variation of the void ratio with respect to deformation (dε/dh) and the respective variation of soil bulk density (dρ/dh) are identical only for a specific value of h. Consequently, if two compression curves are drawn for the same soil sample, one using ρ and the other using ε, there are differences in both the calculated precompression stress (σp) and compression index (Ic). In this study, we highlight the causes by a mathematical analysis and an experimental investigation, quantifying the differences in σp and Ic when using ε and ρ. σp and Ic were calculated for 103 compression curves of an ultisol and 193 of an oxisol. The σp (kPa) using ρ (σpρ) was greater than when using ε (σpε), and differences were rather independent of the soil type. The relations found by linear regression relating σpρ to σpε were σpρ=0.8186σpε+34.202 for the ultisol and σpρ=0.8878σpε+34.875 for the oxisol. In contrast, the used soil property (ρ or ε) as well as soil type affected Ic. Ic calculated using ρ was greater than when using ε in almost all (96%) of the cases for the ultisol, and in only 12% of the cases for the oxisol. For a wide range of ρ, evidence from this study indicated that the use of ρ overestimates σp when compared to the use of ε.
Tipo:  Info:eu-repo/semantics/article
Idioma:  Inglês
Editor:  Universidade Federal de Santa Maria
Relação:  10.1590/0103-8478cr20141495
Formato:  text/html
Fonte:  Ciência Rural v.46 n.1 2016
Direitos:  info:eu-repo/semantics/openAccess

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