Numerical study of the factors affecting the consolidation of clay with vertical drains
- 31 August 2002
- journal article
- Published by Elsevier in Geotextiles and Geomembranes
- Vol. 20 (4), 213-239
- https://doi.org/10.1016/s0266-1144(02)00012-2
Abstract
No abstract availableKeywords
Funding Information
- Ministry of Education, Culture, Sports, Science and Technology
- National Science Foundation (INT-9802887)
- University of Cambridge
This publication has 23 references indexed in Scilit:
- Combined effects of reinforcement and prefabricated vertical drains on embankment performanceCanadian Geotechnical Journal, 2001
- Modelling and Study of Smear Zones Around Band Shaped DrainsSoils and Foundations, 1993
- A Constitutive Equation of One-Dimensional Consolidation Derived from Inter-Connected TestsSoils and Foundations, 1992
- Viscous–elastic–plastic modelling of one-dimensional time-dependent behaviour of claysCanadian Geotechnical Journal, 1989
- Consolidation by Vertical Drains Taking Well Resistance and Smear into ConsiderationSoils and Foundations, 1988
- Secondary Compression in The Stage of Primary ConsolidationSoils and Foundations, 1988
- Multigrid solution of the two-dimensional Euler equations on unstructured triangular meshesAIAA Journal, 1988
- Consolidation of Natural Clays and Laboratory TestingPublished by ASTM International ,1986
- Consolidation of Soils by Vertical Drain Wells with Finite PermeabilitySoils and Foundations, 1974
- The Radial Consolidation of Clay SoilsGéotechnique, 1969