Bearing capacity of foundation on soil reinforced by deep mixing columns

References

• Ahnberg, H. (1996). Stress Dependent Parameters of Cement Stabilized Soil. Proc. 2nd. Int. Conf. on Ground Improvement Geosystems, Tokyo, 387–392
   Google Scholar
• Alrubaye, A.J., Hasan, M., and Fattah, M.Y., 2016. Improving Geotechnical Characteristics of Kaolin Soil Using Silica Fume and Lime. Special Topics & Reviews in Porous Media: An International Journal, 7 (1), 77–85. doi:https://doi.org/10.1615/SpecialTopicsRevPorousMedia.v7.i1.70
   Google Scholar
• Alrubaye, A.J., Hasan, M., and Fattah, M.Y., 2018. Effects of Using Silica Fume and Lime in the Treatment of Kaolin Soft Clay. Geomechanics and Engineering, 14 (3), 247–255. Techno press, Korea. doi:https://doi.org/10.12989/gae.2018.14.3.247
   Web of Science ®Google Scholar
• American Petroleum Institute (API), 1993. Recommended Practice for Planning, Designing and Constructing of Fixed Offshore Platforms – load and Resistance Factor Design, RP2A-LRFD, 20th Edition. D.C, 66–68.
   Google Scholar
• Bergado, D.T., et al., 1996. Soft Ground Improvement in Lowland and other Environments. New York, USA: ASCE Press, 234–300.
   Google Scholar
• Bouassida, M., 1996. Etude expérimentale du renforcement de la vase du Tunis par colonnes de sable-Application pour la validation de la résistance en compression théorique d’une cellule composite confinée. Revue Française de Géotechnique, 75, 3–12. doi:https://doi.org/10.1051/geotech/1996075003
   Google Scholar
• Bouassida, M., 2011. Amélioration des sols en place. Introduction à la géotechnique. Algérie: Editions de l’Office des Publications Universitaires, Bouafia, A (Coordonnateur.), Chapitre 6, Vol. 2, 139–163.
   Google Scholar
• Bouassida, M., 2016. Design of Column-Reinforced Foundations. FL, USA: J. Ross Publishing, 224.
   Google Scholar
• Bouassida, M. and Jellali, B., 2002. Capacité portante d’un sol renforcé par une tranchée. Revue Française de Génie Civil, 1381–1395. doi:https://doi.org/10.1080/12795119.2002.9692414
   Google Scholar
• Bouassida, M. and Porbaha, A., 2004. 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. doi:https://doi.org/10.3208/sandf.44.3_91
   Web of Science ®Google Scholar
• Broms, B.B., 1984. Stabilisation of soil with lime columns, design handbook. 3rd ed. Stockholm, Sweden: Lime Column AB, 51 pp.
   Google Scholar
• Broms, B.B., 1991. Stabilization of soil with lime columns. In: H.-Y. Fang, ed. Foundation engineering handbook, 2nd ed. New York, NY: Van Nostrand Reinhold Company, 833–855.
   Google Scholar
• Broms, B.B. (2000). Lime and Lime/cement Columns. Summary and Visions. Proc. 4th Int. Conf. Ground Improvement Geosystems, Keynote Lecture, Helsinki, June 7–9, 43–93
   Google Scholar
• Broms, B.B. and Boman, P., 1975. Lime Stabilized Column. Proceedings, 5th Asian Regional Conference on SMFE, 1, 227–234.
   Google Scholar
• Broms, B.B. and Boman, P., 1977. Stabilization of Soil with Lime Columns. Stockholm: Royal Institute of Technology.
   Google Scholar
• Etezad, M., Hanna, A.M., and Ayadat, T., 2015. Bearing Capacity of a Group of Stone Columns in Soft Soil. International Journal of Geomechanics, 15 (2), 04014043. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0000393
   Web of Science ®Google Scholar
• Euro Soil Stab, 2002. Development of Design and Construction Methods to Stabilize Soft Organic Soils, Design Guide Soft Soil Stabilization, Industrial & Materials Technologies Programme (Brite- EuRam III), European Commission, CT97-0351. Project No. BE 96-3177, 15–60.
   Google Scholar
• Fattah, M.Y., Shlash, K.T., and Al-Waily, M.J., 2013. Experimental Evaluation of Stress Concentration Ratio of Model Stone Columns Strengthened by Additives. International Journal of Physical Modelling in Geotechnics, ICE, 13 (3), 79–98. doi:https://doi.org/10.1680/ijpmg.12.00006.
   Web of Science ®Google Scholar
• Fattah, M.Y., Zabar, B.S., and Hassan, H.A., 2016. Experimental Analysis of Embankment on Ordinary and Encased Stone Columns. International Journal of Geomechanics, ASCE, 16, 4. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0000579
   Web of Science ®Google Scholar
• Federal Highway Administration Design Manual: Deep Mixing for Embankment and Foundation Support, 2013. Report No. FHWA-HRT-13-046. McLean, VA, USA: Federal Highway Administration Research Center.
   Google Scholar
• Jellali, B., Bouassida, M., and Buhan, P., 2005. A Homogenization Method for Estimating the Bearing Capacity of Soils Reinforced by Columns. International Journal for Numerical and Analytical Methods in Geomechanics, 29, 989–1004. doi:https://doi.org/10.1002/nag.441
   Web of Science ®Google Scholar
• Jellali, B., Bouassida, M., and Buhan, P., 2007. A Homogenization Approach to Estimate the Ultimate Bearing Capacity of a Stone Column Reinforced Foundation. International Journal of Geotechnical Engineering, 1, 61–69. doi:https://doi.org/10.3328/IJGE.2007.01.01.61-69
   Google Scholar
• Kawasaki, T., et al. (1981). Deep Mixing Method Using Hardening Agent. Proc. 10th ICSMFE, 3, Japan, 721–724.
   Google Scholar
• Keller, 2014. Deep Soil Mixing (DSM) improvement of weak soils by the DSM method. Austria: Keller Group.
   Google Scholar
• Maher, A., et al., 2007. Cement Deep Soil Mixing (CDSM) for Solidification of Soft Estuarine Sediments. Marine Georesources & Geotechnology, 25, 3–4. doi:https://doi.org/10.1080/10641190701699319
   Web of Science ®Google Scholar
• Miki, H. and Nozu, M., 2004. Design and Numerical Analysis of Road Embankment with Low Improvement Ratio Deep Mixing Method. ASCE, GeoTrans, 2004, 1395–1402.
   Google Scholar
• Porbaha, A., 1998. State of the Art in Deep Mixing Technology, Part I. Basic Concepts and Overview. Ground Improvement, 2 (2), 81–92. doi:https://doi.org/10.1680/gi.1998.020204
   Google Scholar
• Porbaha, A., 2000. State of the Art in Deep Mixing Technology. Part III: geomaterials Characterization. Ground Improvement, 4 (3), 91–110. doi:https://doi.org/10.1680/grim.2000.4.3.91
   Google Scholar
• Rashid, A.S.A., et al., 2015a. Behavior of Weak Soils Reinforced with End-Bearing Soil-Cement Columns Formed by the Deep Mixing Method. Marine Georesources & Geotechnology, 33, 6. doi:https://doi.org/10.1080/1064119X.2014.954174
   Web of Science ®Google Scholar
• Rashid, A.S.A., et al., 2017. Bearing Capacity Charts of Soft Soil Reinforced by Deep Mixing. Proceedings of the Institution of Civil Engineers: Ground Improvement, 170 (1), 12–25.
   Web of Science ®Google Scholar
• Rashid, A.S.A., Black, J.A., and Kueh, A.B.H., 2015b. Behaviour of Weak Soils Reinforced with Soil Cement Columns Formed by the Deep Mixing Method: rigid and Flexible Footings. Measurement, 68, 262–279. doi:https://doi.org/10.1016/j.measurement.2015.02.039
   Web of Science ®Google Scholar
• Saberian, M., et al., 2018. Stabilized marine and desert sands with deep mixing of cement and sodium bentonite. Geomechanics and Engineering, an International Journal, 14 (6), 553–562. Korea: Techno Press.
   Web of Science ®Google Scholar
• Said, K.N.M., et al., 2019. Load Transfer Mechanism of Group of Floating Soil-Cement Column in Improving Soft Ground. IOP Conference Series: Earth and Environmental Science, 220 (2019), 012003. doi:https://doi.org/10.1088/1755-1315/220/1/012003.
   Google Scholar
• Salençon, J., 1983. Calcul à la rupture et analyse limites, Edit. Paris: Presses desPonts et Chaussées.
   Google Scholar
• Salençon, J., 1990. An Introduction to the Yield Design Theory and its Applications to Soil Mechanics. European Journal of Mechanical., A Solids, 9 (5), 477–500.
   Web of Science ®Google Scholar
• Sharma, R.S., Kumar, B.P., and Nagendra, G., 2004. Compressive Load Response of Granular Piles Reinforced with Geogrids. Canadian Geotechnical Journal, 41 (1), 187–192. doi:https://doi.org/10.1139/t03-075
   Web of Science ®Google Scholar
• Terashi, M. and Tanaka, H., 1983. Bearing Capacity and Consolidation of Ground Improved by a Group of Treated Soil Columns. Port and Harbour Research Institute, 22 (2), 213–266.
   Google Scholar
• Zhou, H., et al., 2018. Bearing Capacity and Failure Mechanism of Ground Improved by Deep Mixed Columns. Journal of Zhejiang University-SCIENCE A, 19 (4), 266–276. doi:https://doi.org/10.1631/jzus.A1700517
   Web of Science ®Google Scholar