Effect of Particles Shape on the Hydraulic Conductivity of Stokesian Flow in Granular Materials
- 14 June 2022
- journal article
- research article
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 40 (9) , 4645-4656
Abstract
No abstract availableKeywords
This publication has 14 references indexed in Scilit:
- Permeability Prediction of Soils Including Degree of Compaction and MicrostructureInternational Journal of Geomechanics, 2017
- Evaluation of actual and estimated hydraulic conductivity of sands with different gradation and shapeSpringerPlus, 2016
- Pore-Scale Model for Estimating Saturated and Unsaturated Hydraulic Conductivity from Grain Size DistributionJournal of Geotechnical and Geoenvironmental Engineering, 2014
- Experimental Validation of an Method for In Situ Estimation of Hydraulic Conductivity of Water Treatment Granular MaterialsGeotechnical and Geological Engineering, 2011
- Horizontal hydraulic conductivity of shallow streambed sediments and comparison with the grain‐size analysis resultsHydrological Processes, 2011
- Numerical study of the effects of particle shape and polydispersity on permeabilityPhysical Review E, 2009
- Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratioCanadian Geotechnical Journal, 2004
- Permeability of compacted granular materialsCanadian Geotechnical Journal, 1984
- Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solutionInternational Journal for Numerical and Analytical Methods in Geomechanics, 1984
- A theory of dispersion in a porous mediumJournal of Fluid Mechanics, 1959