4.2 Article

Field-scale assessment of the unsaturated hydraulic properties of residual soils in southeastern Brazil

Journal

JOURNAL OF HYDROLOGY AND HYDROMECHANICS
Volume 70, Issue 2, Pages 244-256

Publisher

SCIENDO
DOI: 10.2478/johh-2022-0013

Keywords

Residual soils; Unsaturated soil hydraulic properties; Field infiltration tests; HYDRUS-2D

Funding

  1. Brazilian National Council for Scientific and Technological Development, CNPq (Conselho Nacional de Desenvolvimento Cientifico e Tecnologico)

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Field tests were conducted to estimate the effective unsaturated soil hydraulic properties of layered residual soils in Rio de Janeiro, Brazil. These data are important for understanding rainstorm-induced soil landslides, which occur frequently in Rio de Janeiro and other areas with similar geological and climate conditions.
Field tests were carried out to estimate effective unsaturated soil hydraulic properties of layered residual soils in Rio de Janeiro, southeastern Brazil. Data of this type are important for understanding the initiation of rainstorm-induced soil landslides, which often occur in the state of Rio de Janeiro as well as other areas having similar geologic settings and climate conditions. Tests were carried out using a simplified field approach, referred to as the Monitored Infiltration Test, which requires only a tensiometer to measure pressure heads below the wetting front, triggered by flow from a Mariotte bottle which maintains a constant pressure at the top edge of the soil profile. The data can then be analyzed by numerical inversion using the HYDRUS-2D software package. The test is relatively fast since no steady-state flow conditions are needed, and versatile since the test can be carried out quickly on steep slopes with the help of a manual auger. Soil water retention and the unsaturated hydraulic conductivity functions were obtained for a range of young, mature and saprolitic residual soils. The effective hydraulic properties of the distinct residual soil layers can be quite large, reflecting a need to provide a careful analysis of field-scale hydraulic heterogeneity in geotechnical analyses.

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