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Original Articles

Behavior of Weak Soils Reinforced with End-Bearing Soil-Cement Columns Formed by the Deep Mixing Method

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Pages 473-486 | Received 16 Apr 2013, Accepted 19 Mar 2014, Published online: 29 Jun 2015

References

  • Ahnberg, H., G. Holm, L. Holmqvist, and C. Ljungkrantz. 1994. The use of different additives in deep stabilisation of soft soils. Proceedings of the 13th International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, 1191–1194. Oxford: Taylor & Francis.
  • Bergado, D. T., L. R. Anderson, N. Miura, and A. S. Balasubramaniam. 1994. Lime/Cement Deep Mixing Method: Improvement Techniques of Soft Ground in Subsiding and Lowland Environments, 99–130. Rotterdam, The Netherlands: A. A. Balkelma.
  • Boussida, M. and A. Porbaha. 2004a. Ultimate bearing capacity of soft clays reinforced by a group of columns-application to a deep mixing technique. Soils and Foundations 44(3): 91–101.
  • Boussida, M. and A. Porbaha. 2004b. Bearing capacity of foundations resting on soft ground improved by soil cement columns. International Conference on Geotechnical Engineering (ICGE 2004) 173–180.
  • Broms, B. B. 2000. Lime and lime/columns: Summary and visions. Proceedings 4th International Conference on Ground Improvement Geosystems 1: 43–93.
  • Bruce, D. A. and M. E. Bruce. 2001. Practitioner's guide to the deep mixing method. Ground Improvement 5(3): 95–100.
  • Coastal Development Institute of Technology. 2002. The Deep Mixing Method: Principle, Design and Construction. Rotterdam, The Netherlands: A. A. Balkelma.
  • Devore, J. L. and R. Peck. 1994. Introductory Statistics. Minneapolis/St. Paul: West Publishers.
  • Elias, V., J. Welsh, J. Warren, and R. Lukas. 1998. Ground improvement technical summaries. Volume II, Demonstration Project 116. U.S. Department of Transportation, Federal Highway Administration, Publication No. FHWA-SA-98-086.
  • Fang, Z. 2006. Physical and numerical modelling of the soft soil ground improved by deep cement mixing method. PhD Thesis, The Hong Kong Polytechnic University, Hong Kong.
  • Gilbert, M., C. Smith, I. Haslam, and T. Pritchard. 2010. Application of discontinuity layout optimization to geotechnical limit. Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering, 169–174, Trondheim, Norway, 2–4 June.
  • Karastanev, D., M. Kitazume, S. Miyajima, and T. Ikeda. 1997. Bearing capacity of shallow foundations on column type DMM improved ground. Proceedings of the 14th International. Conference on SMFE 3: 721–724.
  • Karstunen, M. 1999. Alternative ways of modelling embankments on deep-stabilized soil. Proceedings of the International Conference on Dry Mix Methods for Deep Soil Stabilization, 221–228. Rotterdam: A. A. Balkelma.
  • Kasama, K., K. Zen, and A. J. Whittle. 2012. Effects of spatial variability on the bearing capacity of cement -treated ground. Soils and Foundations 52(4): 600–619.
  • Kitazume, M., T. Ikeda, S. Miyajima, and D. Karastanev. 1996. Bearing capacity of improved ground with column type DMM. Proceedings of the 2nd International Conference on Ground Improvement Geosystems 1: 503–508.
  • Kitazume, M., M. Yamamoto, and Y. Udaka. 1999. Vertical bearing capacity of column type DMM ground with low improvement ratio. Proceedings of the Interational Conference on Dry Dry Mix Methods for Deep Soil Stabilization, 245–250.
  • Kitazume, M., K. Okano, and S. Miyajima. 2000. Centrifuge model tests on failure envelope of column type deep mixing method improved ground. Soils and Foundations 40: 43–55.
  • Kitazume, M. and K. Maruyama. 2007. Internal stability of group column type deep mixing improved ground under embankment loading. Soils and Foundation 47(3): 437–455.
  • Lee, Y. S., C. C. Smith, and C. Y. Cheuk. 2008. Bearing capacity of embedded foundations. 2nd International Conference on Foundations, ICOF 2008, Dundee, 961–972.
  • Lehane, B. M., C. Gaudin, D. J. Richards, and M. J. Rattley. 2008. Rate effects on the vertical uplift capacity of footings founded in clay. Géotechnique 58(1): 13–22.
  • Maher, A., H. Najm, and M. Boile. 2005. Solidification/stabilization of soft river sediments using deep soil mixing, final report. FHWA-NJ-2005–028, Federal Highway Administration, Washington.
  • Massarsch, K. R. and M. Topolnicki. 2005. Regional report: European practice of soil mixing technology. Proceedings of International Conference on Deep Mixing: Best Practice and Recent Advance, R19–R45.
  • Omine, K., H. Ochiai, and M. D. Bolton. 1999. Homogenization method for numerical analysis of improved ground with cement-treated soil columns. Proceedings of the International Conference on Dry Dry Mix Methods for Deep Soil Stabilization, 161–168.
  • Porbaha, A. 1998. State of the art in deep mixing technology: Part I. Basic concepts and overview. Ground Improvement 2(2): 81–92.
  • Porbaha, A., K. Zen, and M. Kobayashi. 1999. Deep mixing technology for liquefaction mitigation. J. Infrastruct. Syst. 5(1): 21–34.
  • Prandtl, L. 1921. Uber die eindringungsfestigkeit (harte) plastischer baustoffe und die festigkeit von schneiden. Zeitschrift fur Angewandte Mathematik und Mechanik 1(1): 15–20.
  • Raju, V. R. 2003. Ground treatment using dry deep soil mixing for a railway embankment in Malaysia. Proceedings of the 2nd International Conference on Advances in Soft Soil Engineering and Technology, 589–600. Putrajaya: Universiti Putra Malaysia Press.
  • Smith, C. and M. Gilbert. 2007. Application of discontinuity layout optimization to plane plasticity problems. Proceedings of the Royal Society A 463: 2461–2484.
  • Terashi, M. and H. Tanaka. 1981. Ground improved by deep mixing method. Proceedings of the 10th ICSMFE 3: 777–780.
  • Topolnicki, M. 2004. In situ soil mixing. Ground Improvement, 331–428. New York: Spon Press.
  • Watabe, Y. and T. Noguchi. 2011. Site-investigation and geotechnical design of D-runway construction in Tokyo Haneda Airport. Soils and Foundations 51(6): 1003–1018.
  • White, D. J. and W. A. Take. 2002. GeoPIV: Particle Image Velocimetry (PIV) software for use in geotechnical testing. Technical Report CUED/D-SOILS/TR322, Cambridge University, Engineering Department.
  • White, D. J., W. A. Take, and M. D. Bolton. 2003. Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Geotechnique 53(7): 619–631.
  • Yin, J. H. and Z. Fang. 2010. Physical modeling of a footing on soft soil ground with deep cement mixed soil columns under vertical loading. Marine Georesources and Geotechnology 28: 173–188.

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