Numerical study of the factors affecting the consolidation of clay with vertical drains

Geotextiles and Geomembranes

Volumn 20, Issue 4, 2002, Pages 213-239

  Hawlader, Bipul C ^a   Imai, Goro ^b   Muhunthan, Balasingam ^c  

^a C CORE   (Canada)

^b YOKOHAMA NATIONAL UNIVERSITY   (Japan)

^c WASHINGTON STATE UNIVERSITY   (United States)

Author keywords

Consolidation; Permeability; Smear zone; Vertical drain; Viscosity

Indexed keywords

CONSOLIDATION; DRAINAGE; FINITE DIFFERENCE METHOD; HYDRAULIC CONDUCTIVITY; STRESSES; VISCOSITY;

VERTICAL DRAINS;

CLAY;

CLAY; CONSOLIDATION; DRAINAGE; NUMERICAL METHOD; PERMEABILITY;

EID: 0036698057     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(02)00012-2     Document Type: Article

References (46)

1. Prediction of consolidation settlement of clay layers, especially in the case of soil stabilization by vertical drain
2. Consolidation caused by mandrel-driven sand drains
3. Consolidation of fine-grained soils by drain wells
4. Prediction of vertical-band-drain performance by the finite element method
5. The radial consolidation of clay soils
6. Simple two- and three-dimensional cases in the theory of consolidation of soils
7. Investigation of factors affecting vertical drain behaviour
8. A theoretical study of smear effect around vertical drain
9. A theory of consolidation of soils exhibits secondary compression
10. Consolidation of fine-grained soil by prefabricated drain
11. Design aspects of vertical drains and lime column installations
12. Practical aspects of vertical drain design
13. Viscosity effects on one-dimensional consolidation of clay
14. A unified theory for consolidation of clays
15. Model study of seepage in smear zones around vertical drains in layered soil
16. Finite element modelling of vertical drains beneath embankments on soft ground
17. Analytical examination of the foundation to formulate consolidation phenomena with inherent time dependence
18. A constitutive equation of one-dimensional consolidation derived from interconnected tests
19. Laboratory determination of smear zone due to vertical drain installation
20. Consolidation by vertical drain-uncertainties involved in prediction of settlement rates
21. Consolidation of natural clays and laboratory testing
22. Critical state soil mechanics and the behaviour of real soils
23. Importance of strain rate and temperature effects in geotechnical engineering
24. Combined effects of reinforcement and prefabricated vertical drains on embankment performance
25. Modelling and study of smear zones around band shaped drains
26. Multigrid solution of two-dimensional Euler equations on unstructured triangular meshes
27. Settlement of fills on soft clay with vertical drains
28. Consolidation by vertical drains taking well resistance and smear into consideration. Technical note
29. Smear zone around a drain pile and well resistance of drains
30. Essi oedomètrique ȧ drain central
31. Method of improving the engineering properties of soft soil
32. Consolidation of deep deposits of homogeneous clays
33. Consolidation under constant rates of strain
34. The permeability of natural clays, part II: Permeability characteristics
35. In situ measurement of permeability in soft clays
36. Viscous-elastic-plastic modeling of one-dimensional time-dependent behavior of clays
37. Consolidation of soils by vertical drain wells with finite permeability
38. New development of vertical drain theories
39. Finite element consolidation analysis of soils with vertical drain