Simple method of modeling PVD-improved subsoil

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 127, Issue 11, 2001, Pages 965-972

  Chai, J C ^a   Shen, S L ^a   Miura, N ^a   Bergado, D T ^a  

^a SAGA UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

DRAINAGE; EMBANKMENTS; FINITE ELEMENT METHOD; HYDRAULIC CONDUCTIVITY; MULTILAYERS; PORE PRESSURE;

PREFABRICATED VERTICAL DRAINS (PVD);

SOIL MECHANICS;

CONSOLIDATION; DRAIN; HYDRAULIC CONDUCTIVITY; MODELING; SOIL DRAINAGE;

EID: 0035504093     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:11(965)     Document Type: Article

References (18)

1. Consolidation of fine-grained soils by drain wells
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3. General theory of three dimensional consolidation
4. Simple two and three dimensional cases in the theory of consolidation of soils
5. c) Ο In(p') relation of structured natural clay
6. Investigation of factors affecting vertical drain behavior
7. Behavior of vertical drain improved subsoil under embankment loading
8. Consolidation of fine-grained soils by prefabricated drains
9. Finite element modelling of vertical drains beneath embankments on soft ground
10. Modelling the effect of vertical drains in two-dimensional finite element analyses of embankments on soft ground
11. Performance of embankment stabilized with vertical drains on soft clay
12. Settlement of embankments on soft clays
13. On the generalized stress-strain behavior of 'wet' clay
14. A macro-element approach to analyzing the plane strain behavior of soft foundation with vertical drains
15. Field performance of PVD improved soft clay under embankment
16. Field experimental study on the soft ground treatment of Hongzhou-Niingbo (HN) Expressway foundation