Bearing capacity charts of soft soil reinforced by deep mixing

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A Rashid, A.S.; Black, J.A.; Kueh, A.B.H.; Mohamad, H.; Md Noor, N.;
(2017)
  • Publisher: Thomas Telford (ICE Publishing)

A series of preliminary design charts were developed to predict the bearing capacity of fully and partially penetrated deep mixing (DM) of soft soil. The charts were produced by a new numerical analysis tool based on discontinuity layout optimisation (DLO) in which a pr... View more
  • References (28)
    28 references, page 1 of 3

    Bergado DT, Anderson LR, Miura N and Balasubramaniam AS (1994) Lime/cement deep mixing method. Improvement Techniques of Soft Ground in Subsiding and Lowland Environments (Bergado DT, Chai JC, Alfaro MC and Balasubramaniam AS (eds)). Balkelma, Rotterdam, the Netherlands, pp. 99-130.

    Bouassida M and Porbaha A (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.

    Bouassida M and Porbaha A (2004b) Bearing capacity of foundations resting on soft ground improved by soil cement columns. Proceedings of International Conference on Geotechnical Engineering (ICGE 2004). Sharjah, United Arab Emirates, pp. 173-180.

    Broms BB (2000) Lime and lime/columns. Summary and visions. Proceedings of the 4th International Conference on Ground Improvement Geosystems. Finnish Geotechnical Society, Helsinki, Finland, vol. 1, pp. 43-93.

    CDIT (Coastal Development Institute of Technology) (2002) The Deep Mixing Method - Principle, Design and Construction. Balkelma, Rotterdam, the Netherlands.

    Elias V, Welsh J, Warren J and Lukas R (1998) Ground Improvement Technical Summaries. Volume II, Demonstration Project 116. U.S. Department of Transportation, Federal Highway Administration, Washington, DC, USA, Publication No. FHWA-SA98-086.

    Fang Z (2006) Physical and Numerical Modelling of the Soft Soil Ground Improved by Deep Cement Mixing Method. PhD thesis, The Hong Kong Polyechnic University, Hong Kong.

    Gilbert M, Smith C, Haslam I and Pritchard T (2010) Application of discontinuity layout optimization to geotechnical limit. Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering, Trondheim, Norway, pp. 169-174.

    Jellali B, Bouassida M and de Buhan P (2005) A homogenization method for estimating the bearing capacity of soils reinforced by columns. International Journal for Numerical and Analytical Method in Geomechanics 29(10): 989-1004.

    Karastanev D, Kitazume M, Miyajima S and Ikeda T (1997) Bearing capacity of shallow foundations on column type DMM improved ground. Proceedings of the 14th International Conference on SMFE, Hamburg, Germany, vol. 3, pp. 721-724.

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