-
1
-
-
0025797926
-
Present state of sand compaction pile in Japan
-
Esrig, M.I.&Bachus, R.C. (eds), Baltimore:American Society forTesting and Materials
-
Aboshi, H., Mizuno,Y. & Kuwabara, M. 1991. Present state of sand compaction pile in Japan. In Esrig, M.I.&Bachus, R.C. (eds), Deep Foundation Improvements: Design, Construction andTesting,ASTMSpecialTechnical Publication 1089: 32-46. Baltimore:American Society forTesting and Materials.
-
(1991)
Deep Foundation Improvements: Design, Construction AndTesting, ASTMSpecialTechnical Publication
, vol.1089
, pp. 32-46
-
-
Aboshi, H.1
Mizuno, Y.2
Kuwabara, M.3
-
3
-
-
0004159152
-
Behaviour of soil improved by sand compaction piles
-
San Francisco. Rotterdam: Balkema
-
Kimura, T., Nakase, A., Kusakabe, O. & Saitoh, K. 1985. Behaviour of soil improved by sand compaction piles. XI International Conference on Soil Mechanics and Foundation Engineering, San Francisco: 1109-1112. Rotterdam: Balkema.
-
(1985)
XI International Conference on Soil Mechanics and Foundation Engineering
, pp. 1109-1112
-
-
Kimura, T.1
Nakase, A.2
Kusakabe, O.3
Saitoh, K.4
-
4
-
-
36448985767
-
Modelling of soil improvement methods on soft clay
-
Phillips, R., Guo, P.J. & Popescu R. (eds). St. John's, Newfoundland, Canada. Lisse: Balkema
-
Kusakabe, O. 2002. Modelling of soil improvement methods on soft clay. In Phillips, R., Guo, P.J. & Popescu R. (eds), International Conference on Physical Modelling in Geotechnics, St. John's, Newfoundland, Canada: 31-40. Lisse: Balkema.
-
(2002)
International Conference on Physical Modelling in Geotechnics
, pp. 31-40
-
-
Kusakabe, O.1
-
5
-
-
0042911712
-
Effects of installation method on sand compaction piles in clay in the centrifuge
-
Lee, F.H., Ng, Y.W. & Young, K.Y. 2001. Effects of Installation Method on Sand Compaction Piles in Clay in the Centrifuge. Geotechnical Testing Journal (ASTM) 24 (3): 314-323.
-
(2001)
Geotechnical Testing Journal (ASTM)
, vol.24
, Issue.3
, pp. 314-323
-
-
Lee, F.H.1
Ng, Y.W.2
Young, K.Y.3
-
6
-
-
1342268025
-
Stress and pore pressure changes due to sand compaction pile installation in soft clay
-
Lee, F.H., Juneja, A. & Tan, T.S. 2004. Stress and pore pressure changes due to sand compaction pile installation in soft clay. Géotechnique 54 (1): 1-16.
-
(2004)
Géotechnique
, vol.54
, Issue.1
, pp. 1-16
-
-
Lee, F.H.1
Juneja, A.2
Tan, T.S.3
-
7
-
-
20444450664
-
Mineralogical and mechanical behaviour of soft Finnish and Swiss clays
-
Vermeer, P.A., Schweiger, H.F., Karstunen, M. & Cudny, M. (eds), Noordwijkerhout, Netherlands. Verlag Glückauf GmbH
-
Messerklinger, S., Kahr, G., Plötze, M.,Trausch Giudici, J.L., Springman, S.M. & Lojander, M. 2003. Mineralogical and mechanical behaviour of soft Finnish and Swiss clays. In Vermeer, P.A., Schweiger, H.F., Karstunen, M. & Cudny, M. (eds), International Workshop on Geotechnics of Soft Soils-Theory and Practice, Noordwijkerhout, Netherlands. 467-472. Verlag Glückauf GmbH.
-
(2003)
International Workshop on Geotechnics of Soft Soils-Theory and Practice
, pp. 467-472
-
-
Messerklinger, S.1
Kahr, G.2
Plötze, M.3
Trausch Giudici, J.L.4
Springman, S.M.5
Lojander, M.6
-
9
-
-
0006122040
-
Development of an in-flight Sand Compaction Piles (SCPs) installer
-
Kimura, T., Kusakabe, O. & Takemura, J. (Eds), Tokyo, Japan. Rotterdam: Balkema
-
Ng, Y.W., Lee, F.H. & Young, K.Y. 1998. Development of an in-flight Sand Compaction Piles (SCPs) installer. In Kimura, T., Kusakabe, O. & Takemura, J. (Eds), International Conference Centrifuge '98, Tokyo, Japan: 837-843. Rotterdam: Balkema.
-
(1998)
International Conference Centrifuge '98
, pp. 837-843
-
-
Ng, Y.W.1
Lee, F.H.2
Young, K.Y.3
-
10
-
-
0029416531
-
The design of vibro replacement
-
Priebe, H.J. 1995. The design of vibro replacement. Ground Engineering 28 (10): 31-37.
-
(1995)
Ground Engineering
, vol.28
, Issue.10
, pp. 31-37
-
-
Priebe, H.J.1
-
11
-
-
3042792502
-
The ETH zurich geotechnical drum centrifuge
-
Springman, S.M., Laue, J.,Boyle, R., White, J.&Zweidler,A. 2001. The ETH Zurich Geotechnical Drum Centrifuge. International Journal of Physical Modelling in Geotechnics 1 (1): 59-70.
-
(2001)
International Journal of Physical Modelling in Geotechnics
, vol.1
, Issue.1
, pp. 59-70
-
-
Springman, S.M.1
Laue, J.2
Boyle, R.3
White, J.4
Zweidler, A.5
-
15
-
-
84857707607
-
Considerations in stone column design
-
Davies, M.C.R. & Schlosser, F. (Eds), London, UK. London: Thomas Telford
-
Van Impe, W.F., Madhav, M.R. & Van der Cruyssen, J.P. 1997. Considerations in Stone Column Design. In Davies, M.C.R. & Schlosser, F. (Eds), III International Conference on Ground Improvement Geosystems, London, UK: 190-196. London: Thomas Telford.
-
(1997)
III International Conference on Ground Improvement Geosystems
, pp. 190-196
-
-
Van Impe, W.F.1
Madhav, M.R.2
Van Der Cruyssen, J.P.3
-
16
-
-
79952320203
-
Development of a sand compaction pile installation tool for the geotechnical drum centrifuge
-
Brandl, H. & Kopf, F. (Eds), Vienna, Austria
-
Weber, T.M. 2004. Development of a sand compaction pile installation tool for the geotechnical drum centrifuge. In Brandl, H. & Kopf, F. (Eds), XVI European Young Geotechnical Engineer's Conference, Vienna, Austria: 391-400.
-
(2004)
XVI European Young Geotechnical Engineer's Conference
, pp. 391-400
-
-
Weber, T.M.1
-
17
-
-
79952331989
-
Modelling the inflight construction of sand compaction piles in the centrifuge
-
Osaka, Japan. Rotterdam: Millpress
-
Weber, T.M., Laue, J. & Springman, S.M. 2005. Modelling the inflight construction of sand compaction piles in the centrifuge. XVI International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan: 1291-1294. Rotterdam: Millpress.
-
(2005)
XVI International Conference on Soil Mechanics and Geotechnical Engineering
, pp. 1291-1294
-
-
Weber, T.M.1
Laue, J.2
Springman, S.M.3
|