Analysis of soil consolidation by vertical drains with double porosity model
From MaRDI portal
Publication:3376568
DOI10.1002/NAG.391zbMath1084.76071OpenAlexW2132509518WikidataQ59897704 ScholiaQ59897704MaRDI QIDQ3376568
Publication date: 24 March 2006
Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nag.391
Hydrology, hydrography, oceanography (86A05) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)
Related Items (2)
Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability ⋮ Equal strain consolidation for stone columns reinforced foundation
This page was built for publication: Analysis of soil consolidation by vertical drains with double porosity model