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J-GLOBAL ID:200902262650415309   Reference number:07A0602041

EXTERNAL STABILITY OF GROUP COLUMN TYPE DEEP MIXING IMPROVED GROUND UNDER EMBANKMENT LOADING

築堤下の群柱型深層混合処理地盤の外的安定性
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Volume: 46  Issue:Page: 323-340  Publication year: Jun. 2006 
JST Material Number: X0684A  ISSN: 0038-0806  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: ENGLISH (EN)
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Soil improvement and stabilization  ,  Earth pressure,dynamic properties of soil,stress and deformations of ground 
Reference (21):
  • Broms, B. B.(2004): Lime and lime/cement columns, Ground Improvement, 2nd edition (eds. by Moseley, M. P. and Kirsch, K.), Spon Press, 252-330.
  • Coastal Development Institute of Technology (2002): The Deep Mixing Method-Principle, Design and Construction, A. A. Balkema Publishers, 123.
  • Han, J., Parsons, R. L., Huang, J. and Sheth, A. R.(2005): Factors of safety against deep-seated failure of embankments over deep mixed columns, Proc. Int. Conf. Deep Mixing-Best Practice and Recent Advances, 1.2, 231-236.
  • Hashizume, H., Okochi, Y., Dong, J., Horii, N., Toyosawa, Y. and Tamate, S.(1998): Study on the behavior of soft ground improved using deep mixing method, Proc. Int. Conf. Centrifuge 98, 851-856.
  • Holm, G.(1999): Keynote lecture: Applications of dry mix methods for deep soil stabilization, Proc. Int. Conf. Dry Mix Methods for Deep Soil Stabilization, 3-13.
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