Modeling of vertical drains in soft clay

Soft Soil Engineering

Volumn , Issue , 2017, Pages 329-338

  Indraratna, B ^a   Bamunawita, C ^a   Redana, I W ^b   Balasubramaniam, A S ^c  

^a UNIVERSITY OF WOLLONGONG   (Australia)

^b UDAYANA UNIVERSITY   (Indonesia)

^c NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

SOIL MECHANICS; STRAIN; WELLS;

COEFFICIENT OF PERMEABILITY; MODIFIED CAM CLAY; PLANE STRAINS; PRE-FABRICATED VERTICAL DRAINS; VACUUM PRELOADING; VERTICAL DRAINS; VERTICAL PERMEABILITIES; WELL RESISTANCE;

DRAINAGE;

EID: 84865165358     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9780203739501     Document Type: Chapter

References (11)

1. Britto, A.M. and Gunn, M.J. 1987. Critical state soil mechanics via finite elements. Ellis Horwood, Ltd., Chichester, England.
2. Bergado, D. T., Asakami, H., Alfaro, M. C. and Balasubrainaniam, A. S. 1991. Smear effects of vertical drain on soft Bangkok clay. J. Gttoiech Eng., ASCE, 117(10), 1509-1530.
3. Hansbo, S. 1987. Design aspects of vertical drains and lime column Installations. Proc. 9lh Southeast Asian Geotechnical Conference., Bangkok. Vol. 2, pp. 8-12.
4. Hird, C.C., Pyrah, I.C. and Russell, D. 1992. Finite element modelling of vertical drains beneath embankments on soft ground. Geotechnique. 42 (3), 499-511.
5. Indraratna, B., Balasubramaniam, A. & Sivaneswaran, N. 1997. Analysis of settlement and lateral deformation of soft clay foundation beneath full-scale embankments. Int J. Numerical & Analytical Methods in Geomechantcs. 21, 599-618.
6. Indraratna, B. and Redana, I.W. 1997. Plane strain modeling of smear effects associated with vertical drains. J. Geotech Eng., ASCE:. 123 (5), 474-478
7. Indraratna, B. and Redana, I.W. 1998a. Laboratory determination of smear zone due to vertical drain installation. J. Geotech. Eng., ASCE. 124 (2), 180-184.
8. Indraratna, B. and Redana, I.W. 1998b. Effect of smear around vertical drains. I. Ground Improvement Thomas Telford. UK. Vol. 2. pp. 165-178.
9. Indraratna, B. and Redana, I.W. 2000 Numerical modeling of vertical drains with smear and well resistance imtalled in soft clay. Canadian Geotech. J., 37, 132-145
10. Redana, I.W. 1999. Efficiency of vertical drains installed in soft clay with special reference to smear effect. University of Wollongong, Australia. PhD thesis.
11. Rixnor, J.J., Kraemer, S.R., and Smith, A.D. 1986. Prefabricated vertical drains. Vol II Summary of Research Report-Final Report. Federal Highway Administration. Report No. FHWA-RD-86/169, Washington D.C.