dc.identifier.citation |
Abdullah, C., & Edil, T. (2007). Behaviour of geogrid-reinforced load transfer platforms for embankment on rammed aggregate piers. Geosynthetics International, 14(3), 141–153. Alam, P., & Bawa, S. (2024). Sustainable Use of Waste Materials in Stone Columns: A Review. Indian Geotechnical Journal. https://doi.org/10.1007/S40098-024-00985-8 Ali, K., Shahu, J. T., & Sharma, K. G. (2014). Model tests on single and groups of stone columns with different geosynthetic reinforcement arrangement. Geosynthetics International, 21(2), 103–118. https://doi.org/10.1680/gein.14.00002 Almeida, M. S., Hosseinpour, I., Riccio, M., & Alexiew, D. (2015). Behavior of geotextile-encased granular columns supporting test embankment on soft deposit. Journal of Geotechnical and Geoenvironmental Engineering, 141(3), 04014116. Ayothiraman, R., & Soumya, S. (2015). Model tests on the use of tyre chips as aggregate in stone columns. Proceedings of the Institution of Civil Engineers - Ground Improvement, 168(3), 187–193. https://doi.org/10.1680/grim.13.00006 Bergado, D. T., & Lam, F. L. (1987). Full scale load test of granular piles with different densities and different proportions of gravel and sand on soft Bangkok clay. Soils and Foundations, 27(1), 86– 93. Bikdeli, H., Sharahi, M. J., Badarloo, B., & Lehner, P. (2024). The Effect of Scrap Tires and Reclaimed Asphalt Pavement on the Behavior of Stone Columns. Buildings. https://doi.org/10.3390/BUILDINGS14030733 BIS (Bureau of Indian Standards). (2003). IS 15284; BIS (Version 1) [Standard]. BIS. Broms, B. (1987). Stabilization of soft clay in Southeast Asia. 5th Int. Geotech. Seminar on Case Histories of Soft Clay, 163–198. Castro, J. (2016). An analytical solution for the settlement of stone columns beneath rigid footings. Acta Geotechnica, 11(2), 309–324. https://doi.org/10.1007/s11440-014-0358-4 Castro, J. (2017). Groups of encased stone columns: Influence of column length and arrangement. Geotextiles and Geomembranes, 45(2), 68–80. Chen, J.-F., Wang, X.-T., Xue, J.-F., Zeng, Y., & Feng, S.-Z. (2018). Uniaxial compression behavior of geotextile encased stone columns. Geotextiles and Geomembranes, 46(3), 277–283. Das, A. K., & Deb, K. (2017). Modeling of Stone Column-Supported Embankment Under Axi-Symmetric Condition. Geotechnical and Geological Engineering, 35(2), 707–730. https://doi.org/10.1007/s10706-016-0136-1 Dash, S. K., & Bora, M. C. (2013). Improved performance of soft clay foundations using stone columns and geocell-sand mattress. Geotextiles and Geomembranes, 41, 26–35. https://doi.org/10.1016/j.geotexmem.2013.09.001 Flood Forecasting & Warning Centre, BWDB. (2024, August 17). Flood Inundation Map of Bangladesh. http://www.ffwc.gov.bd/index.php/map/inundation-map/bangladesh-today Greenwood, D. A. (1970). MECHANICAL IMPROVEMENT OF SOILS BELOW GROUND SURFACE. 0. https://trid.trb.org/View/122434 Hore, R., Arefin, M. R., & Ansary, M. A. (2019). Development of zonation map based on soft clay for Bangladesh. Journal of Engineering, 10(1), 13–18. Hughes, J. M. O., Withers, N. J., & Greenwood, D. A. (1976). A field trial of the reinforcing effect of a stone column in soil. https://doi.org/10.1680/GTBDC.00247.0003 Hughes, J., Withers, N., & Greenwood, D. (1975). A field trial of the reinforcing effect of a stone column in soil. Geotechnique, 25(1), 31–44. Kandhal, P. S. (1997). Large stone asphalt mixes: Design and construction. National Center for Asphalt Technology (US). Bibliography Page | 20 Karim, H. H., Mahmood, M. M., & Renka, R. G. (2009). Soft clay soil improvement using stone columns and dynamic compaction techniques. Engineering and Technology Journal, 27(14), 2546–2565. kumar Pala, G. (2020). A Comprehensive Review on the Replacement of Virgin Material using Reclaimed Asphalt Pavement (RAP) Material in Flexible Pavements. IOP Conference Series. Materials Science and Engineering, 1006(1). Kumari, S., Sawant, V. A., & Mehndiratta, S. (n.d.). Effectiveness of Stone Column in Liquefaction Mitigation. In Geotechnical Earthquake Engineering and Soil Dynamics V (pp. 207–216). https://doi.org/10.1061/9780784481455.020 Mazumder, T., Neeraj, N., & Ayothiraman, R. (2023). Study of Behavior of Encased Columns Composed of Shredded Tyre Chips and Stone Aggregates in Kaolinite Clay Bed. Geotechnical and Geological Engineering, 41(6), 3733–3751. https://doi.org/10.1007/s10706-023-02484-8 Mazumder, T., Rolaniya, A. K., & Ayothiraman, R. (2018). Experimental study on behaviour of encased stone column with tyre chips as aggregates. Geosynthetics International. https://doi.org/10.1680/JGEIN.18.00006 McKelvey, D., & Sivakumar, V. (2000). A review of the performance of vibro stone column foundations. Proceedings of the 3rd International Conference on Ground Improvement Techniques, Singapore, 25–26. Mishra, B. (2016). A study on ground improvement techniques and its applications. International Journal of Innovative Research in Science, Engineering and Technology, 5(1), 72–86. Mitchell, J. K., & Huber, T. R. (1985). Performance of a stone column foundation. Journal of Geotechnical Engineering, 111(2), 205–223. Murugesan, S., & Rajagopal, K. (2007). Model tests on geosynthetic-encased stone columns. Geosynthetics International, 14(6), 346–354. https://doi.org/10.1680/gein.2007.14.6.346 Niroumand, H., Kassim, K. A., & Yah, C. S. (2011). SOIL IMPROVEMENT BY REINFORCED STONE COLUMNS BASED ON EXPERIMENTS WORKS. Electronic Journal of Environmental, Agricultural & Food Chemistry, 10(7). Priebe, H. J. (1995). The design of vibro replacement. Ground Engineering, 28(10), 31. Shivashankar, R., Dheerendra Babu, M. R., Nayak, S., & Manjunath, R. (2010). Stone Columns with Vertical Circumferential Nails: Laboratory Model Study. Geotechnical and Geological Engineering, 28(5), 695–706. https://doi.org/10.1007/s10706-010-9329-1 |
en_US |