Consolidation by vertical drains under time-dependent loading

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 24, Issue 9, 2000, Pages 739-751

  Tang, Xiao Wu ^a   Onitsuka, Katsutada ^a  

^a SAGA UNIVERSITY   (Japan)

Author keywords

Consolidation; Ground improvement; Preloading; Vertical drain; Well resistance

Indexed keywords

BOUNDARY CONDITIONS; LOADS (FORCES); NUMERICAL ANALYSIS; PARTIAL DIFFERENTIAL EQUATIONS; SOIL MECHANICS;

GROUND IMPROVEMENT; PRELOADING; TIME DEPENDENT LOADING; VERTICAL DRAINS; WELL RESISTANCE;

CONSOLIDATION;

CONSOLIDATION; DRAIN; GROUND IMPROVEMENT; LOADING; PRELOADING; TIME DEPENDENT BEHAVIOR;

EID: 0034632923     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/1096-9853(20000810)24:9<739::AID-NAG94>3.0.CO;2-B     Document Type: Article

References (17)

1. Consolidation under time dependent loading
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8. Simple two- and three dimensional cases in the theory of consolidation of soils
9. Consolidation of fine grained soils by drain wells
10. Consolidation of fine-grained soils by prefabricated drains
11. New development of vertical drain theories
12. Continuum model and analysis of wick-drained system
13. Rigorous solutions of vertical drains considering radial and vertical flow under equal strain condition
14. Consolidation of ground with partially penetrated vertical drains