Practical pedotransfer functions for estimating the saturated hydraulic conductivity
By M. Mbonimpa, M. Aubertin, R. Chapuis, B. Bussiére. 2002
193 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Environmental Engineering, Ocean Engineering
View Paper: https://www.semanticscholar.org/paper/572e425330585504bb3a0c78dd2191c97fb79dc1
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In Civil and Structural Engineering
In Environmental Engineering
Citations in the corpus
- Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio (2004, background): “Simplified sketch of the NAVFAC (1974) chart that contains the usual eq.”
- Estimating water retention curves and strength properties of unsaturated sandy soils from basic soil gradation parameters (2017, background): “…parameters (d10, d30, and d60 and thus Cu and Cc) can be employed to predict soil properties such as permeability functions [Hazen, 1892; Kenney et al., 1984], hydraulic conductivity [Mbonimpa et al., 2002; Vienken and Dietrich, 2011] and also water retention behavior [Aubertin et al., 2003].”