Internal behavior of clayey ground improved by vertical drains in 3D-consolidation process

Soils and Foundations

Volumn 44, Issue 3, 2004, Pages 25-37

  Baek, Wonjin ^a,b   Moriwaki, Takeo ^c  

^a YAMAGUCHI UNIVERSITY   (Japan)

^b HIROSHIMA UNIVERSITY   (Japan)

^c KURE NATIONAL COLLEGE OF TECHNOLOGY   (Japan)

Author keywords

Hollow cylindrical body; Radial displacement; Secondary consolidation; Three dimensional consolidation; Vertical drain (IGC: D5)

Indexed keywords

COMPUTER SIMULATION; CONSOLIDATION; FLOW OF FLUIDS; MAGNETIC FIELD EFFECTS; MAGNETOMETERS; MAGNETS; PORE PRESSURE; THREE DIMENSIONAL; WATER;

HOLLOW CYLINDRICAL BODY; RADIAL DISPLACEMENT; SECONDARY CONSOLIDATION; THREE-DIMENSIONAL CONSOLIDATION; VERTICAL DRAIN (IGC: D5);

CLAY;

EID: 24744442309     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.44.3_25     Document Type: Review

References (20)

1. Adachi, T. and Oka, F. (1982): Constitutive equations for normally consolidated clay based on elasto-viscoplasticity, Soils and Foundations, 22 (4), 57-70.
2. Baek, W., Moriwaki, T. and Kikuchi, Y. (2002a): Measurement and interpretation of three-dimensional consolidation behavior in clayey ground improved by vertical drains, Ground Engineering (Journal of Chugoku Branch, JGS), 20 (1), 71-79 (in Japanese).
3. Baek, W., Moriwaki, T. and Kikuchi, Y. (2002b): Effects of consolidation history on three-dimensional consolidation behavior of clay ground improved by vertical drains, Proc. Symposium on Prediction of Deformation and Failure of Ground with Considering Construction Process, 85-92 (in Japanese).
4. Baek, W., Moriwaki, T. and Kikuchi, Y. (2003): Three-dimensional consolidation of clay ground improved by vertical drain, Proc. 3rd International Conference on Deformation Characteristics of Geomaterials (IS-Lyon03) (in press).
5. Barron, R. A. (1948): Consolidation of fine-grained soils by drain wells, Transactions of ASCE, 113, 718-754.
6. Bjerrum, L. (1967): Engineering geology of Norwegian normally-consolidated marine clay as related to settlements of buildings, Geotechnique, 19 (2), 81-118.
7. Hansbo, S. (1981): Consolidation of fine-grained soils by prefabricated drains, Proc. 10th ICSMFE, Stockholm, 3, 677-682.
8. Kumamoto, N. (1988): A study on the consolidation deformation of the improved ground by vertical drains, Diss. University of Hiroshima (in Japanese).
9. Kutter, B. L. and Sathialingam, N. (1992): Elastic-visco plastic modeling of the rater dependent behaviour of clays, Geotechnique, 42 (3), 427-441.
10. Matsui, T. and Abe, N. (1982): Applications of elasto-plastic and elasto-visco-plastic models to multi-dimensional consolidation analysis, Proc. International Symposium on Numerical Models in Geomechanics, 711-720.
11. Moriwaki, T., Baek, W. and Hirai, O. (2003): Three-dimensional consolidation behavior in clay ground improved by vertical drains, Proc. 55th Conference of Chugoku Branch, JSCE, 309-310 (in Japanese).
12. Reiner, M. (1960): Deformation, strain and flow - An elementary introduction to rheology -, H. K. Lewis, 347.
13. Rowe, P. W. and Barden, L. (1966): A new consolidation cell, Geotechnique, 16 (2), 162-170.
14. Sekiguchi, H. and Toriihara, M. (1976): Theory of one-dimensional consolidation of their rheological properties, Soils and Foundations, 16 (1), 27-44.
15. Sumioka, N. and Yoshikuni, H. (1993): Examination on consolidation mechanism of a soft clay layer improved by sand drains, Proc. JSCE, 463 (III-22), 65-74 (in Japanese).
16. Taylor, D. W. (1948): Fundamentals of Soil Mechanics, John Wiley & Sons, 208-249.
17. Yoshikuni, H. (1979): Design and construction control of vertical drain methods, Series of Foundation Engineering, Gihodoshuppan, 29-36 (in Japanese).
18. Yoshikuni, H. and Kusakabe, O., Hirao, T. and Ikegami, S. (1994): Elasto-viscous modeling of time dependent behaviour of clay, Proc. 13th ICSMFE, New Delhi, 1, 417-420.
19. Yoshikuni, H., Moriwaki, T., Ikegami, S. and Nishiumi, H. (1995): Rebound due to partial unloading and subsequent recompression behavior in 1-D consolidation, Proc. International Symposium on Compression and Consolidation of Clayey Soils (IS-Hiroshima'95), 1, 233-238.
20. Yoshikuni, H. and Nakanodo, H. (1974): Consolidation of soils by vertical drain wells with finite permeability, Soils and Foundations, 14 (2), 35-46.