Aspects of vertical drain design: Darcian or non-Darcian flow

Geotechnique

Volumn 47, Issue 5, 1997, Pages 983-992

  Hansbo, S ^a,b  

^a CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

^b J and W   (Sweden)

Author keywords

Case history; Clays; Consolidation; Drainage; Full scale tests; Settlement

Indexed keywords

CLAY; CONSOLIDATION; MATHEMATICAL MODELS; SETTLEMENT OF STRUCTURES;

DARCIAN FLOW; NON DARCIAN FLOW; VERTICAL DRAINS;

SOIL MECHANICS;

CONSOLIDATION; DRAIN DESIGN; PRELOADING; SMEAR; SOIL IMPROVEMENT; SOIL IMPROVEMENTS;

EID: 0031438094     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1997.47.5.983     Document Type: Article

References (26)

1. Akagi, T. (1976). Effect of displacement type sand druins on strength and compressibility of soft clays. Doctoral thesis, University of Tokyo.
2. Balasubramaninam, A. S., Bergado, D. S. & Phien-wej. N. (1995). Field test of prefabricated vertical drains for the Second Bangkok International Airport. School of Civil Engineering, Asian Institute of Technology, Bangkok.
3. Barron, R. A. (1944). The influence of drain wells on the consolidation of fine-grained soils. Doctoral thesis, US Engineering Office, Providence, RI.
4. Barron, R. A. (1948). Consolidation of fine-grained soils by drain wells. Proc. ASCE, Paper No. 2346, 718-742.
5. Carillo, N. (1942). Simple two and three dimensional cases in the theory of consolidation of soils. J. Math. Phys. 21, No. 1, 1-5.
6. Dubin, B. & Moulin, G. (1986). Influence of a critical gradient on the consolidation of clay. In Consolidation of soils: testing and evaludation, ASTM STP 892, pp. 354-377, American Society for Testing and Materials.
7. Garassino, A., Jamiolkowski, M., Lancellotta, R. & Tonghini, M. (1979). Behaviour of pre-loading embankments on different vertical drains with reference to soil consolidation characteristics. 7th European Conf. Soil Mech., Brighton, Vol. 3, pp. 213-218.
8. Hansbo, S. (1960). Consolidation of clay, with special reference to influence of vertical drains. A study made in connection with full-scale investigations at skáEdeby, Doctoral thesis, Swedish Geotechnical Institute, Proc. No. 18.
9. Hansbo, S. (1979). Consolidation of clay by bandshaped, prefabricated drains. Ground Engng 12, No. 5, July, 16-25.
10. Hansbo, S. (1981). Consolidation of fine-grained soils by prefabricated drains. Proc. 10th Int. Conf. Soil Mech., Stockholm, Vol. 3, Paper 12/22, pp. 677-682.
11. Hansbo, S. (1987). Fact and fiction in the field of vertical drainage. In Prediction and performance in geotechnical engineering (eds R. J. Joshi & F. G. Griffiths). Rotterdam/Boston: Balkema.
12. Hansbo, S. (1994). Foundation engineering. Developments in geotechnical engineering, 75. Elsevier.
13. Hansbo, S., Jamiolkowski, M. & Kok, L. (1982). Consolidation by vertical drains. In Vertical drains, pp. 45-66. London: Thomas Telford.
14. Helenelund, K. V. (1951). Om konosolidering och sättning av belastade marklager (On consolidation and settlement of loaded soil layers). Doctoral thesis, Jord och vattentekniska forskningar 6, Helsinki.
15. Holtz, R. D. & Broms, B. (1972). Long-term loading tests at Skà-Edeby, Sweden. Proc. Spec. Conf. on Performance of Earth-Supported Structures, purdue Univ., Lafayette, Indiana, Vol. 1.
16. Holtz, R. D. & Holm, G. (1973). Excavation and sampling around some drains at Skà-Edeby, Sweden. Proc. Nordic Geotech. Meeting. Trondheim. Oslo: Norwegian Geotechnical Institute, pp 79-85.
17. Kjeilman, W (1948). Consolidation of fine-grained soils by drain wells. Trans. ASCE 113, 748-751 (contribution to discussion of paper 2346).
18. Larsson, R. (1986). Consolidation of soft soils. Swedish Geotechnical Institute, Report No. 29.
19. Lo, D. O. K. (1991). Soil improvement by vertical drains. Doctoral thesis, University of Illinois at Urbana-Champaign.
20. Miller, R. J. & Low, P. F. (1963). Thresold gradient for water flow in clay systems. Proc. Soil Science Society of America, Nov.- Dec., 605-6O9.
21. Onoue, A. (1988). Consolidation of multilayered anisotropic soils by vertical drains with well resistance. Soils Fdns, Japan. Soc. Soil Mech. Fdns Engng 28, No. 3, 75-90.
22. Robertson, P. K., Campanella, R. G., Brown, P. T. & Robinson, K. E. (1988). Prediction of wick drain performance using piezometer cone data. Can. Geotech. J. 25, 56-61.
23. Silfverberg, I., (1947). In Statens Geotekniska Institut, 1949. Redogörelse för Statens geotekniska instituts verksamhet under drem 1944-1948 (Report on the activities at the Swedish Geotechnical Institute during the years 1944-1948). Swedish Geotechnical Institute, Meddelande No. 2.
24. Taylor, D. W. (1960). Fundamentals of soil mechanics. Chichester: Wiley.
25. Terzaghi, K. & Peck, R. B. (1948). Soil mechanics in engineering practice. Chichester: Wiley.
26. Yoshikuni, H. (1979). Design and construction control of vertical drain methods. Doctoral thesis. Found. Engng Series, Gihodo, Tokoyo.