Consolidation equation valid for both Darcian and non-Darcian flow

Geotechnique

Volumn 51, Issue 1, 2001, Pages 51-54

  Hansbo, S ^a  

^a J and W   (Sweden)

Author keywords

Consolidation; Pore pressures; Settlement; Theoretical analysis

Indexed keywords

CORRELATION METHODS; FLOW OF FLUIDS; HYDRAULICS;

WELL RESISTANCE;

GEOTECHNICAL ENGINEERING;

CONSOLIDATION; DARCY LAW; FLOW VELOCITY; HYDRAULIC HEAD; PORE PRESSURE;

EID: 0035261993     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2001.51.1.51     Document Type: Article

References (16)

1. Consolidation of fine-grained soils by drain wells
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3. Consolidation of fine-grained soils by prefabricated drains
4. Aspects of vertical drain design-Darcian or non-Darcian flow
5. Threshold gradient for water flow in clay systems
6. Consolidation of multilayered anisotropic soils by vertical drains with well resistance
7. Prediction of wick drain performance using piezometer cone data
8. Consolidation of soil under time-dependent loading and varying permeability
9. In Statens Getekniska Institut, 1949
10. Consolidation of soils by vertical drain wells with finite permeability
11. New development of the vertical drain theories
12. A non-linear permeability relation depending on the activation energy of pore liquid