Abstract
Stone columns increase the bearing capacity and reduce the compressibility of soft clayey soil. However, the use of stone columns is limited because of subsequent settlement upon loading. The settlement is due to the bulging of the stone columns. Hence the major application includes strengthening of embankment foundation, oil tank foundation, etc., where a large settlement is permitted. In case the bulging of a stone column is restricted, its use may include building a foundation also. In the present study, a soil-cement bed is placed over the stone columns to reduce the bulging effect of the stone columns. Numerical analysis based on Plaxis-2D is conducted to observe the behavior of soil-cement bed and stone columns. The analysis is conducted on both Ordinary Stone Columns (OSCs) and stone columns underlying Soil-Cement Bed (SCB). From the result of this study, it is observed that the use of soil-cement bed reduces the bulging effect and increases the load-carrying capacity more than two times. The degree of improvement depends on the thickness of the SCB. As such an optimum thickness is obtained by trial and error. The settlement at the maximum bearing capacity is also found to be a bare minimum. The group effect of the stone columns is also studied. The bulging of the stone columns in a group is not similar to that in a standalone condition. It suggests that the existing theory on the determination of bearing capacity of composite soil must be modified for a group. A limited number of small-scale laboratory studies was also conducted to verify the analytical results.
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References
Shien, N.K.: Numerical study of floating stone column. A Thesis Submitted for the Degree of Doctor of Philosophy Department of Civil And Environmental Engineering, National University of Singapore (2013)
Golakiya, H.D., Lad, M.D.: Ground improvement by using stone columns. Int. J. Emerg. Technol. Innov. Res. 2(11), 133–144. ISSN: 2349-5162, www.jetir.org
Bergado, D.T., Rantucci, G., Widodo, S.: Full scale load tests on granular piles and sand drains in the soft Bangkok clay. In: Proceedings International Conference on In Situ Soil and Rock Reinforcement, Paris, p.p 111–118 (1984)
Rao, S.N., Reddy, K.M.: Load transfer in stone column in soft marine clay. In: Proceedings, Indian Geotechnical Conference, Madras, India, pp. 403–406 (1996)
Priebe, H.J.: Evaluation of the settlement reduction of a foundation improved by vibro–replacement. Bautechnik 5, 160–162 (1976)
Aboshi, H., Ichimoto, E., Enoki, M., Harada, K.: The composer: a method to improve characteristics of soft clays by inclusion of large diameter sand columns. In: Proceedings of International Conference on Soil Reinforcement: Reinforced Earth and Other Techniques, pp. 211–216. Champssur-Marne, Paris (1979)
Balaam, N., Booker, J.: Effect of stone column yield on settlement of rigid foundations in stabilized clay. Int. J. Numer. Anal. Methods Geomech. 9(4), 331–351 (1985). https://doi.org/10.1002/nag.1610090404
Van Impe, W.F., Madhav, M.R.: Analysis and settlement of dilating stone column reinforced soil. Österreichische Ingenieur und Architekten-Zeitschrift 137(3),114–121 (1992)
Ambily, A.P., Gandhi, S.R.: Behavior of stone columns based on experimental and FEM analysis. J. Geotech. Geoenviron. Eng. 133(4), 405–415 (2007)
Schweiger, H.F., Pande, G.N.: Numerical analysis of stone column supported foundations. Comput. Geotech. 2(6), 347–372 (1986)
Lee, J.S., Pande, G.N.: Analysis of stone-column reinforced foundations. Int. J. Numer. Anal. Meth. Geomech. 22(12), 1001–1020 (1998)
Wang, W.G., Leung, C.F., Ichikawa, Y.: A simplified homogenization method for composite soils. J. Comput. Geotech. 29, 477–500 (2002)
Jellali, B., Bouassida, M., Buhan, P.D.: Stability analysis of an embankment resting upon a column-reinforced soil. Int. J. Numer. Anal. Meth. Geomech. 35, 1243–1256 (2011). https://doi.org/10.1002/nag.954
Abdelkrim, M., Buhan, P.D.: An eleastoplastic homogenization procedure for predicting the settlement of a foundation on a soil reinforced by columns. Eur. J. Mech. A/Solids 26, 736–757 (2007)
Das, M., & Dey, A. K. Determination of bearing capacity of stone column with application of neuro-fuzzy system. KSCE Journal of Civil Engineering, 22(5), 1677–1683 (2018)
Das, M., Dey, A.K.: Prediction of bearing capacity of stone columns placedin soft clay using ANN model. Geotech. Geol. Eng (2018). https://doi.org/10.1007/s10706-017-0436-0
Das, M., Dey, A.K.: Prediction of bearing capacity of stone columns placed in soft clay using SVR model. Arab. J. Sci. Eng. 1–11 (2018)
El Kamash, W., Han, J.: Displacements of column-supported embankments over soft clay after widening considering soil consolidation and column layout: numerical analysis. Soils Found. 54(6), 1054–1069 (2014)
Killeen, M.M., McCabe, B.A.: Settlement performance of pad footings on soft clay supported by stone columns: a numerical study. Soils Found. 54(4), 760–776 (2014)
Ranjan, G., Rao, A.S.R.: Basic and applied soil mechanics. New Age International, Daryaganj, New Delhi, India (2007)
Bowles, J.E.: Foundation Analysis and Design, 4th edn., McGraw-Hill, Singapore
Van Impe, W.F.: Soil improvement techniques and their evolution. Balkema, Rotterdam (1989)
Murugesan, S., Rajagopal, K.: Geosynthetic encased stone columns: numerical evaluation. J Geotext. Geomembr. 24(6), 349–358 (2006)
Lo, S.R., Zhang, R., Mak, J.: Geosynthetic-encased stone column in soft clay: a numerical study. Geotext. Geomembr. 28, 292e302 (2010)
Dash, S.K., Bora, M.C.: Improved performance of soft clay foundations using stone columns and geocell-sand mattress. Geotext. Geomembr. 41, 26–35 (2013)
Castro, J.: Groups of encased stone columns: influence of column length and Arrangement. Geotext. Geomembr. 45, 68–80 (2017). http://dx.doi.org/10.1016/j.geotexmem.2016.12.001
Cengiz, C., Güler, E.: Seismic behavior of geosynthetic encased columns and ordinary stone columns. Geotext. Geomembr. 46, 40–51 (2018)
Chen, J.F., Wang, X.T., Xue, J.F., Zeng, Y., Feng, S.Z.: Uniaxial compression behavior of geotextile encased stone columns. Geotext. Geomembr. 46, 277–283 (2018)
Deb, K., Samadhiya, N.K., Namdeo, J.B.: Laboratory model studies on unreinforced and geogrid-reinforced sand bed over stone column-improved soft clay. Geotext. Geomembr. 29(2), 190–196 (2011)
Black, J.A., Sivakumar, V., Madhav, M.R., Hamill, G.A.: Reinforced stone columns in weak deposits: laboratory model study. J. Geotech. Geoenviron. Eng. 133(9), 1154–1161 (2007). https://doi.org/10.1061/(ASCE)1090-0241(2007)133:9(1154)
Marto, A., Moradi, R., Helmi, F., Latifi, N., Oghabi, M.: Performance analysis of reinforced stone columns using finite element method. Electron. J. Geotech. Eng. 18, 315–323 (2013)
Phutthananon, C., Jongpradist, P., Jongpradist, P., Dias, D., Baroth, J.: Parametric analysis and optimization of T-shaped and conventional deep cement mixing column-supported embankments. Comput. Geotech. 122, (2020)
Bowles, J.E.: Foundation analysis and design, 5th edn. McGraw-Hill, New York (1997)
IS (Indian Standard): Method of load test on soils. New Delhi, India, IS: 1888-1982 (1983)
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Das, M., Dey, A.K. (2022). Improvement of Bearing Capacity of Stone Columns: An Analytical Study. In: Satyanarayana Reddy, C.N.V., Saride, S., Krishna, A.M. (eds) Ground Improvement and Reinforced Soil Structures. Lecture Notes in Civil Engineering, vol 152. Springer, Singapore. https://doi.org/10.1007/978-981-16-1831-4_27
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DOI: https://doi.org/10.1007/978-981-16-1831-4_27
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