Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept
- 18 February 2022
- journal article
- research article
- Published by Springer Nature in Acta Geotechnica
- Vol. 17 (9) , 3839-3854
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51908193)
- Research Grants Council, University Grants Committee (16201419)
- Hohai University (B200201050, B200204001)
- Hong Kong Polytechnic University (BD8U)
This publication has 56 references indexed in Scilit:
- Laboratory Study on the Hydraulic Conductivity and Pore Pressure of Sand-Silt MixturesMarine Georesources & Geotechnology, 2014
- Determining the Porosity and Saturated Hydraulic Conductivity of Binary MixturesVadose Zone Journal, 2011
- Influence of Non-Plastic Fines on the Response of a Silty Sand to Cyclic LoadingSoils and Foundations, 2010
- Nonlinear behavior of matrix-inclusion composites under high confining pressure: application to concrete and mortarComptes Rendus Mécanique, 2008
- Critical appraisal of piping phenomena in earth damsBulletin of Engineering Geology and the Environment, 2007
- Porosity and Permeability in Sediment MixturesGroundwater, 2007
- Tortuosity variation in a low density binary particulate bedSeparation and Purification Technology, 2006
- Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratioCanadian Geotechnical Journal, 2004
- Numerical simulation of elasto-plastic deformation of composites: evolution of stress microfields and implications for homogenization modelsJournal of the Mechanics and Physics of Solids, 2004
- Intergranular state variables and stress–strain behaviour of silty sandsGéotechnique, 2000