87
Views
0
CrossRef citations to date
0
Altmetric
Research Article

Bearing capacity, elastic modulus, and modulus of subgrade reaction of soft soil improved by floating stone compaction pile group

& ORCID Icon
Pages 570-580 | Received 31 Jan 2023, Accepted 21 Sep 2023, Published online: 05 Oct 2023

References

  • Aboshi, H., E. Ichimoto, M. Enoki, and K. Harada. 1979. “The Compozera Method to Improve Characteristics of Soft Clays by Inclusion of Large Diameter Sand Columns.” In Proceedings of the International Conference on Soil Reinforcement. vol. 1, pp. 211–216. ENPC.
  • Asalemi, A. A. 2006. “Application of seismic cone for characterization of ground improved by vibro-replacement”. PhD thesis, University of British Columbia.
  • Asaoka, A., T. Kodaka, and M. Nozu. 1994. “Undrained Shear Strength of Clay Improved with Sand Compaction Piles.” Soils and Foundations 34 (4): 23–32. https://doi.org/10.3208/sandf1972.34.4_23.
  • Ashford, S. A., K. M. Rollins, and V. Case Bradford, S., T. J. Weaver, & J. I. Baez. 2000. “Liquefaction Mitigation Using Stone Columns Around Deep Foundations: Full-Scale Test Results.” Transportation Research Record 1736 (1): 110–118. https://doi.org/10.3141/1736-14.
  • Bae, W. S., B. W. Shin, B. C. An, and J. S. Kim. 2002, May. Behaviors of Foundation System Improved with Stone Columns. In The Twelfth International Offshore and Polar Engineering Conference, Kitakyushu, Japan. OnePetro.
  • Baez, J. 1995. “A design model for the reduction of soil liquefaction by vibrostone columns,” Unpublished doctoral dissertation, University of Southern California, CA.
  • Barksdale, R. D., and R. C. Bachus. 1983. Design and Construction of Stone Columns, Vol. I (No. SCEGIT-83-10). Atlanta, GA, USA: Federal Highway Administration, School of Civil Engineering, Georgia Institute of Technology.
  • Bhandari, R. 1983. “Behavior of Tank Founded on Soil Reinforced with Stone Columns,” In Proceedings of The Eighth European Conference on Soil Mechanics and Foundations Engineering, Helsinki 1: 209–212.
  • Bouassida, M., S. Ellouze, and L. Hazzar. 2008, August. Investigating Priebe’s Method for Settlement Estimation of Foundation Resting on Soil Reinforced by Stone Columns. In Proceedings of the Second International Workshop on Geotechnics of Soft Soils, 321–325. Scotland
  • Bowles, J. E. 2012. Foundation Analysis and Design. Singapore: McGraw-Hill Companies, Inc.
  • Burmister, D. 1962. “Prototype Load-Bearing Tests for Foundations of Structures and Pavements.” In Field Testing of Soils., No. 332 in A, 98–119. ASTM International. https://doi.org/10.1520/STP47035S.
  • Chai, J., N. Miura, T. Kirekawa, and T. Hino. 2009. “Settlement Prediction for Soft Ground Improved by Columns.” Proceedings of the ICE-Ground Improvement 163 (2): 109–119. https://doi.org/10.1680/grim.2010.163.2.109.
  • Chai, J., and S. Pongsivasathit. 2010. “A Method for Predicting Consolidation Settlements of Floating Column Improved Clayey Subsoil.” Frontiers of Architecture and Civil Engineering in China 4 (2): 241–251. https://doi.org/10.1007/s11709-010-0024-3.
  • Debats, J., Z. Guetif, and M. Bouassida. 2003. “Soft Soil Improvement Due to Vibro-Compacted Columns Installation,” In Proceedings International Workshop on Geotechnics of soft soils-Theory and practice. Noordwijkerhout-Netherlands, 551–556.
  • Fox, E. 1948. “The Mean Elastic Settlement of a Uniformly Loaded Area at a Depth Below the Ground Surface,” In Proceedings 2nd International Confereence Soil Mechanics and Foundation Engineering, Rotterdam, Netherlands 1: 129.
  • Gäb, M., H. Schweiger, R. Thurner, and D. Adam. 2007. “Field Trial to Investigate the Performance of a Floating Stone Column Foundation.” In Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, 24–27 September 2007, Madrid, Spain, 1311–1316. Amsterdam, The Netherlands: Millpress.
  • Gopinadhanpillai, H., and B. E. George. 2022. “Improvement of Penetration Resistance and Undrained Shear Strength Due to the Installation of Floating Stone Compaction Columns in Clay.” International Journal of Geomechanics 22 (8): 04022130. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002440.
  • Guetif, Z., M. Bouassida, and J. M. Debats. 2007. “Improved Soft Clay Characteristics Due to Stone Column Installation.” Computers and Geotechnics 34 (2): 104–111. https://doi.org/10.1016/j.compgeo.2006.09.008.
  • Han, J. 2015. Principles and Practice of Ground Improvement. Hoboken, NJ, USA: John Wiley & Sons.
  • Han, J., and S. Ye. 1991. “Field Tests of Soft Clay Stabilized by Stone Columns in Coastal Areas in China,” In Proceedings, 4th international deep foundations institute conference, 1: 243–248. Rotterdam, The Netherlands: Balkema Press.
  • Han, J., and S. L. Ye. 1992. “Settlement Analysis of Buildings on the Soft Clays Stabilized by Stone Columns.” Proceedings of the International Conference on Soil Improvement and Pile Foundations, Nanjing, China, Vol. 118, 446–451.
  • Han, J., G. Zheng, V. R. Schaefer, and M. S. Huang. 2009. “State Of Advancement Of Column-type Reinforcement Element And Its Application In China.” In Proceedings Of The Us–china Workshop On Ground Improvement Technologies, Advances In Ground Improvement, Orlando, Florida. Reston, VA, USA: American Society of Civil Engineers.
  • Hari, G. P., N. Sankar, and S. Chandrakaran. 2016. “Role of Clay Properties in Improvement Using Small Stone Piles.” Geotechnical Research 3 (1): 17–28. https://doi.org/10.1680/jgere.15.00010.
  • Hughes, J., and N. Withers. 1974. “Reinforcing of Soft Cohesive Soils with Stone Columns.” Ground Engineering 7 (3): A234. https://doi.org/10.1016/0148-9062(74)90643-3.
  • Ichimoto, E., and N. Suematsu 1982. Sand Compaction Pile (The Compozer Method). In Proc. of ASSMFE symposium on recent developments in ground improvement techniques. Bangkok (pp. 71–78).
  • IS. 1888. 1982. Method of Load Test on Soils (Second Revision). New Delhi, India: Bureau of Indian Standards.
  • IS. 2720. 1976a. Methods of Test for Soils: Part 15 Determination of Consolidation Properties (First Revision). New Delhi, India: Bureau of Indian Standards.
  • IS. 2720. 1976b. Methods of Test for Soils: Part 2 Determination of Water Content. (Second Revision). New Delhi, India: Bureau of Indian Standards.
  • IS. 2720. 1976c. Methods of Test for Soils: Part 3 Determination of Specific Gravity, Section 1 Fine Grained Soils (First Revision). New Delhi, India: Bureau of Indian Standards.
  • IS. 2720. 1976d. Methods of Test for Soils: Part 5 Determination of Liquid and Plastic Limit (Second Revision). New Delhi, India: Bureau of Indian Standards.
  • IS. 9214. 1979. Indian Standard Method of Determination of Modulus of Subgrade Reaction (K-Value) of Soils in Field. New Delhi, India: Bureau of Indian Standards.
  • Kirsch, F., 2006. “Vibro Stone Column Installation and Its Effect on the Ground Improvement,” In International Conference on Numerical Simulation of Construction processes in Geotechnical Engineering for the Urban Environment, (Bochum), 115–124.
  • Kitazume, M. 2005. The Sand Compaction Pile Method. CRC Press.
  • Lee, F. H., Y. W. Ng, and K. Y. Yong. 2001. “Effects of Installation Method on Sand Compaction Piles in Clay in the Centrifuge.” Geotechnical Testing Journal 24 (3): 314–323. https://doi.org/10.1520/GTJ11350J.
  • Li, G., W. Huang, and K. Ugai. 2000. “Interactions Between Column Inclusions and Surrounding Soil in Composite Ground.” Journal of Lowland Technology International 2 (1): 23–34.
  • McCabe, B. A., G. J. Nimmons, and D. Egan. 2009. “A Review of Field Performance of Stone Columns on Soft Soils.” Geotechnical Engineering 162 (6): 323–334.
  • McKelvey, D., and V. Sivakumar. 2004. “Triaxial Tests on Model Sand Columns in Clay.” Canadian Geotechnical Journal 41 (2): 299–312. https://doi.org/10.1139/t03-097.
  • Muir Wood, D., W. Hu, and D. F. Nash. 2000. “Group Effects in Stone Column Foundations: Model Tests.” Geotechnique 50 (6): 689–698. https://doi.org/10.1680/geot.2000.50.6.689.
  • Ng, K. S., and S. A. Tan. 2014. “Design and Analyses of Floating Stone Columns.” Soils and Foundations 54 (3): 478–487. https://doi.org/10.1016/j.sandf.2014.04.013.
  • Priebe, H. J. 1995. “The Design of Vibro Replacement.” Ground Engineering 28 (10): 31–37.
  • Serridge, C. J., and R. W. Sarsby. 2008, August. A Review of Field Trials Investigating the Performance of Partial Depth Vibro Stone Columns in a Deep Soft Clay Deposit. In Proceedings of the 2nd International Workshop on the Geotechnics of Soft Soils-Focus on Ground Improvement, Boca Raton, FL, 293–298.
  • Shahu, J. T., and Y. R. Reddy. 2011. “Clayey Soil Reinforced with Stone Column Group: Model Tests and Analyses.” Journal of Geotechnical and Geoenvironmental Engineering 137 (12): 1265–1274. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000552.
  • Shahu, J. T., and Y. R. Reddy. 2014. “Estimating Long-Term Settlement of Floating Stone Column Groups.” Canadian Geotechnical Journal 51 (7): 770–781. https://doi.org/10.1139/cgj-2012-0477.
  • Sivakumar, V., D. Glynn, J. Black, and J. McNeill. 2007. “A Laboratory Model Study of the Performance of Vibrated Stone Columns in Soft Clay,” In Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, 24–27. Madrid, Spain.
  • Sogabe, T. 1981. Technical Subjects on Design and Execution of Sand Compaction Pile Method. In Vol. 3 of Proc., 36th Annual Conf. Japan Society of Civil Engineers, Tokyo, 39–50.
  • Sondermann, W. 2004. Deep Vibro Techniques. Moseley & Kirsch. second ed. London: Spon Press.
  • Terashi, M., M. Kitazume, and S. Minagawa. 1991. Bearing Capacity of Improved Ground by Sand Compaction Piles. Deep Foundation Improvements: Design, Construction and Testing. ASTM STP, 1089 47–61. https://doi.org/10.1520/STP25050S
  • Terzaghi, K. 1955. “Evalution of Coefficients of Subgrade Reaction.” Geotechnique 5 (4): 297–326. https://doi.org/10.1680/geot.1955.5.4.297.
  • Timoshenko, S., and J. N. Goodier. 1951. Theory of Elasticity: By S. Timoshenko and JN Goodier. NewYork, USA: McGraw-Hill.
  • Watts, K. S., and C. J. Serridge. 2000. A Trial of Vibro Bottom-Feed Stone Column Treatment in Soft Clay Soil. Grouting, Soil Improvement: Geosystems Including Reinforcement, edited by H. Rathmayer, 549–556.
  • Yagyu, T., H. Endo, K. Takahashi, Y. Yukita, and Y. Umehara. 1991. “Strength Characteristics of Soil Improved by Low Replacement Sand Compaction Pile.” Proceedings of Geo Coast 91:423–428.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.