Analytical evaluation of partially stiffened granular piled raft with the effect of rigidity of bearing stratum

References

• Aboshi, H., 1979. The compozer - a method to improve characteristics of soft clay by inclusion of large diameter sand columns. In Proceedings, International Conference on Soil Reinforcements: Reinforced Earth and Other Techniques, Paris (Vol. 1, pp. 211–216).
   Google Scholar
• Ambily, A.P. and Gandhi, S.R., 2007. Behavior of stone columns based on experimental and FEM analysis. Journal of Geotechnical and Geoenvironmental Engineering, 133 (4), 405–415. doi:10.1061/(ASCE)1090-0241(2007)133:4(405).
   Web of Science ®Google Scholar
• Arjomand, M.A., Mostafaei, Y., and Kutanaei, S.S., 2022. Modeling and sensitivity analysis of bearing capacity in driven piles using hybrid ANN–PSO algorithm. Arabian Journal of Geosciences, 15 (3), 309. doi:10.1007/s12517-022-09557-7.
   Google Scholar
• Deb, K., Basudhar, P.K., and Chandra, S., 2010. Axi-symmetric analysis of geosynthetic-reinforced granular fill-soft soil system with group of stone columns. Geotechnical and Geological Engineering, 28 (2), 177–186. doi:10.1007/s10706-009-9291-y.
   Google Scholar
• El-Garhy, B. and Elsawy, M., 2017. Effect of different parameters on the behavior of strip footing resting on weak soil improved by granular piles. International Journal of Geo-Engineering, 8 (1), 1–24. doi:10.1186/s40703-017-0042-2.
   Google Scholar
• El-Garhy, B., et al., 2013. Behavior of raft on settlement reducing piles: experimental model study. Journal of Rock Mechanics Geotechnical Engineering, 5 (5), 389–399. doi:10.1016/j.jrmge.2013.07.005.
   Google Scholar
• Elshazly, H.A., Hafez, D.H., and Mossaad, M.E., 2008. Reliability of conventional settlement evaluation for circular foundations on stone columns. Geotechnical and Geological Engineering, 26 (3), 323–334. doi:10.1007/s10706-007-9169-9.
   Google Scholar
• Garg, V. and Sharma, J.K., 2019. Analysis and settlement of partially stiffened single and group of two floating granular piles. Indian Geotechnical Journal, 49 (2), 191–203. doi:10.1007/s40098-018-0321-7.
   Web of Science ®Google Scholar
• Han, J. and Ye, S.L., 2001. Simplified method for consolidation rate of stone column reinforced foundations. Journal of Geotechnical and Geoenvironmental Engineering, 127 (7), 597–603. doi:10.1061/(ASCE)1090-0241(2001)127:7(597).
   Web of Science ®Google Scholar
• Hugher, J.M.O. and Withers, N.J., 1974. Reinforcing of soft cohesive soils with stone columns. Ground Engineering, 7 (3), 42–49.
   Google Scholar
• Jancy, F., 2012. Behavior of granular pile and granular piled raft. ( Doctoral dissertation). Indian Institute of Technology Hyderabad.
   Google Scholar
• Kia, M., et al., 2022. Reliability based seismic fragility analysis of bridge. Computers and Concrete, 29 (1), 59–67. doi:10.12989/cac.2022.29.1.059.
   Web of Science ®Google Scholar
• Lee, J.S. and Pande, G.N., 1998. Analysis of stone-column reinforced foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 22 (12), 1001–1020. doi:10.1002/(SICI)1096-9853(199812)22:12<1001:AID-NAG955>3.0.CO;2-I.
   Web of Science ®Google Scholar
• Madhav, M.R. and Vitkar, P.P., 1978. Strip footing on weak clay stabilized with a granular trench or pile. Canadian Geotechnical Journal, 15 (4), 605–609. doi:10.1139/t78-066.
   Web of Science ®Google Scholar
• Madhav, M.R., Sharma, J.K., and Chandra, S., 2006. Analysis and settlement of a non-homogeneous granular pile. Indian Geotechnical Journal, 36 (3), 249–271.
   Google Scholar
• Madhav, M.R., Sharma, J.K., and Garg, V., 2019 Stiffened effect on end bearing granular piles, Fellenius, H.D.B. Geotechnical Engineering Journal of the SEAGS and AGSSEA, 50 (3), 32–40. [ ISSN 0046-5828].
   Web of Science ®Google Scholar
• Madhav, M.R., Sharma, J.K., and Sivakumar, V., 2009. Settlement of and load distribution in a granular piled raft. Geomechanics Engineering, 1 (1), 97–112. doi:10.12989/gae.2009.1.1.097.
   Web of Science ®Google Scholar
• Maheshwari, P. and Khatri, S., 2012. Nonlinear analysis of infinite beams on granular bed-stone column-reinforced earth beds under moving loads. Soils and Foundations, 52 (1), 114–125. doi:10.1016/j.sandf.2012.01.004.
   Web of Science ®Google Scholar
• Mattes, N.S. and Poulos, H.G., 1969. Settlement of single compressible pile. Journal of the Soil Mechanics and Foundations Division, 95 (1), 189–207. doi:10.1061/JSFEAQ.0001217.
   Google Scholar
• Mindlin, R.D., 1936. Force at a point in the interior of a semi‐infinite solid. Physics, 7 (5), 195–202. doi:10.1063/1.1745385.
   Google Scholar
• Park, D., Park, D., and Lee, J., 2016. Analyzing load response and load sharing behavior of piled rafts installed with driven piles in sands. Computers and Geotechnics, 78, 62–71. doi:10.1016/j.compgeo.2016.05.008
   Web of Science ®Google Scholar
• Poulos, H.G. and Davis, E.H., 1980. Pile foundation analysis and design. Vol. 397. New York: Wiley.
   Google Scholar
• Poulos, H.G. and Mattes, N.S., 1969. The behaviour of axially loaded end-bearing piles. Geotechnique, 19 (2), 285–300. doi:10.1680/geot.1969.19.2.285.
   Web of Science ®Google Scholar
• Priebe, H.J., 1995. The design of vibro replacement. Ground Engineering, 28 (10), 31.
   Google Scholar
• Sawada, K. and Takemura, J., 2014. Centrifuge model tests on piled raft foundation in sand subjected to lateral and moment loads. Soils and Foundations, 54 (2), 126–140. doi:10.1016/j.sandf.2014.02.005.
   Web of Science ®Google Scholar
• Sharma, J.K. and Gupta, P., 2019. Effect of nonlinear non-homogeneity of floating granular pile and soil on settlement. Journal of the Institution of Engineers (India), 100 (2), 287–297. doi:10.1007/s40030-018-0347-y.
   Google Scholar
• Sharma, J.K. and Sanadhya, R.R., 2022. Analysis of rigid raft overlying the granular pile with the effect of stiffness of bearing stratum. Geomechanics Geoengineering, 17 (1), 166–187. doi:10.1080/17486025.2020.1716083.
   Google Scholar
• Sharma, J.K., 1999. Analysis and settlement of granular pile (s)-single, in group and with raft. ( Doctoral dissertation). Kanpur: Indian Institute of Technology.
   Google Scholar
• Solanki, A., Sharma, J.K., and Madhav, M.R., 2022. Interaction analysis of two floating granular piled raft units. Geomechanics Geoengineering, 1–18. doi:10.1080/17486025.2022.2136409.
   Google Scholar