Permeability of lateritic soil by various methods

Soil Permeability is an important property of soil used to dimension several types of engineering works, and it can be quantified by the permeability rates. Despite of the great use, the type of the re doubts about the best way to determine de permeability rates. The main questions are: (1) the type...

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Detalles Bibliográficos
Autores: Rodriguez, Tatiana Tavares, Weiss, Luis Alexandre, Teixeira, Raquel Souza, Branco, Carlos José Marques da Costa
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2015
País:Brasil
Institución:Universidade Estadual de Londrina (UEL)
Repositorio:Revista Semina: Ciências Exatas e Tecnológicas (Online)
Idioma:portugués
OAI Identifier:oai:ojs2.ojs.uel.br:article/13577
Acceso en línea:https://ojs.uel.br/revistas/uel/index.php/semexatas/article/view/13577
Access Level:acceso abierto
Palabra clave:Permeability
Lateritic Soil
Structure
Laboratory Permeameters
Guelph Permeameter and Infiltration test
permeabilidade
solo laterítico
estrutura
permeâmetros de laboratório
Guelph e Infiltrômetro
Geotécnica
Mecânica dos Solos
Descripción
Sumario:Soil Permeability is an important property of soil used to dimension several types of engineering works, and it can be quantified by the permeability rates. Despite of the great use, the type of the re doubts about the best way to determine de permeability rates. The main questions are: (1) the type of the method and (2) the reproducibility of samples in tropical soils. So, the objective of this work is to evaluate the permeability of a lateritic soil by comparing values of permeability coefficient determined for laboratory and in situ testing. For this, it was chosen the lateritic soil of Campo Experimental de Engenharia Geotécncia (CEEG) of the Universidade Estadual de Londrina (UEL) and four equipments: constant and variable head permeameters, Guelph permeameter and infiltrometer. The results show that all the methods present mean value of permeability coefficient on the order of 10-3 cm/s whit variation coefficient in range of 37% to 92% , except the constant permeameter. The heterogeneous structure of lateritic soil (in macro and micro pores) is the probably determinant of the variability observed.