An analytical solution for the consolidation around a driven pile
- 1 July 1979
- journal article
- research article
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 3 (3) , 217-229
- https://doi.org/10.1002/nag.1610030302
Abstract
No abstract availableKeywords
This publication has 4 references indexed in Scilit:
- Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavityInternational Journal for Numerical and Analytical Methods in Geomechanics, 1979
- Comparisons of the results from pressuremeter tests and large in situ plate tests in London ClayGéotechnique, 1977
- The Behavior of Piles Driven in Clay. I. An Investigation of Soil Stress and Pore Water Pressure as Related to Soil PropertiesCanadian Geotechnical Journal, 1972
- Consolidation Theory Applied to Foundation Pile Time EffectsGéotechnique, 1962