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Research Article

Load-settlement response of piled raft foundations in sand

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Pages 1260-1283 | Received 06 Dec 2020, Accepted 07 May 2021, Published online: 02 Jun 2021

References

  • Alnuaim, A.M., El Naggar, H., and El Naggar, M.H., 2015. Performance of micropiled raft in sand subjected to vertical concentrated load: centrifuge modeling. Canadian Geotechnical Journal, 52 (1), 33–45. doi:10.1139/cgj-2014-0001
  • Banerjee, R., et al., 2020. Settlement behavior of pile raft subjected to vertical loadings in multilayered soil. Geomechanics and Geoengineering, 1–15. doi:10.1080/17486025.2020.1739754
  • Basu, D. and Salgado, R., 2012. Load and resistance factor design of drilled shafts in sand. Journal of Geotechnical and Geoenvironmental Engineering, 138 (12), 1455–1469. doi:10.1061/(ASCE)GT.1943-5606.0000714
  • Been, K. and Jefferies, M.G., 1985. A state parameter for sands. Géotechnique, 35 (2), 99–122. doi:10.1680/geot.1985.35.2.99
  • Bhaduri, A. and Choudhury, D., 2020. Serviceability-based finite-element approach on analyzing combined pile–raft foundation. International Journal of Geomechanics, 20 (2), 04019178-(1-11). doi:10.1061/(ASCE)GM.1943-5622.0001580
  • Bhartiya, P., Chakraborty, T., and Basu, D., 2020a. Settlement estimation of piled rafts for initial design. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 146 (2), 04019127, 1–17.
  • Bhartiya, P., Chakraborty, T., and Basu, D., 2020b. Nonlinear subgrade modulus of sandy soils for analysis of piled raft foundations. Computers and Geotechnics, 118, 103350. doi:10.1016/j.compgeo.2019.103350
  • Bolton, M.D., Dasari, G.R., and Britto, A.M., 1994. Putting small-strain non-linearity into modified Cam-clay model. Proceedings of 8th International Conference on Computer Methods and Advances in Geomechanics. Morgantown,WV, 537–542.
  • Bowles, J.E., 1996. Foundation analysis and design. 5th ed. New York: The McGraw-hill Companies, Inc.
  • Butterfield, R. and Banerjee, P.K., 1971. The elastic analysis of compressible piles and pile groups. Géotechnique, 21 (1), 43–60. doi:10.1680/geot.1971.21.1.43
  • Clancy, P. and Randolph, M.F., 1993. An approximate analysis procedure for piled raft foundations. International Journal of Numerical and Analytical Methods of Geomechanics, 17, 849–869. doi:10.1002/nag.1610171203
  • Comodromos, E.M., Papadopoulou, M.C., and Laloui, L., 2016. Contribution to the design methodologies of piled raft foundations under combined loadings. Canadian Geotechnical Journal, 53 (4), 559–577. doi:10.1139/cgj-2015-0251
  • Dafalias, Y.F., 1986. Bounding surface Plasticity I: mathematical foundation and hypoplasticity. Journal of Engineering Mechanics, 112 (9), 966–987. doi:10.1061/(ASCE)0733-9399(1986)112:9(966)
  • De Sanctis, L., et al., 2002. Some remarks on the optimum design of piled rafts. Deep Foundations, 116, 405–425. ASCE Geotechnical Special Publication.
  • De Sanctis, L. and Mandolini, A., 2006. Bearing capacity of piled rafts on soft clay soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132 (12), 1600–1610. doi:10.1061/(ASCE)1090-0241(2006)132:12(1600)
  • De Sanctis, L. and Russo, G., 2008. Analysis and performance of piled rafts designed using innovative criteria. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134 (8), 1118–1128. doi:10.1061/(ASCE)1090-0241(2008)134:8(1118)
  • Drucker, D.C., Gibsonand, R.E., and Henkel, D.J., 1957. Soil mechanics and work hardening theories of plasticity. Proceedings ASCE, 122, 338–346.
  • El-Garhy, B., et al., 2013. Behaviour of raft on settlement reducing piles: experimental model study. Journal of Rock Mechanics and Geotechnical Engineering, 5, 389–399. doi:10.1016/j.jrmge.2013.07.005
  • European Standard, 2004. Eurocode 7: geotechnical design - Part 1: general rules, EN 1997-1:2004, November.
  • Fioravante, V. and Giretti, D., 2010. Contact versus noncontact piled raft foundations. Canadian Geotechnical Journal, 47 (11), 1271–1287. doi:10.1139/T10-021
  • Fioravante, V., Giretti, D., and Jamiolkowski, M., 2008. Physical modeling of raft on settlement reducing piles. Research to Practice in Geotechnical Engineering Congress, 2008, 206–229. ASCE.
  • Horikoshi, K. and Randolph, M.F., 1998. A contribution to optimum design of piled rafts. Géotechnique, 48 (3), 301–317. doi:10.1680/geot.1998.48.3.301
  • Indian standard 1904 (1986): code of practice for design and construction of foundation in soils: general, UDC 624.15.04: 006.76, third revision, first reprint, July.
  • Jefferies, M.G., 1993. Nor-Sand: a simple critical state model for sand. Geotechnique, 43 (1), 91–103. doi:10.1680/geot.1993.43.1.91
  • Katzenbach, R., et al., 1998. Piled raft foundation- Interaction between piles and raft. In: Proceedings of International Conference in Soil-Structure Interaction in Urban Civil Engineering, TU Darmstadt, 279–296.
  • Katzenbach, R. and Choudhury, D., 2013. ISSMGE combined pile–raft foundation guideline. In TC212 design guideline. Darmstadt, Germany: International Society for Soil Mechanics and Geotechnical Engineering, 1–23.
  • Kim, H., Yoo, H., and Kang, I., 2002. Genetic algorithm- based optimum design of piled raft foundations with model tests. Geotechnical Engineering, 33 (1), 1–11.
  • Kumar, A. and Choudhury, D., 2017. Load sharing mechanism of combined pile-raft foundation (CPRF) under seismic loads. Geotechnical Engineering, Journal of the Southeast Asian Geotechnical Society (SEAGS) and Association of Geotechnical Societies in Southeast Asia (AGSSEA), 48 (3), 95–101.
  • Kumar, A. and Choudhury, D., 2018. Development of new prediction model for capacity of combined pile-raft foundations. Computers and Geotechnics, 97, 62–68. doi:10.1016/j.compgeo.2017.12.008
  • Kumar, A., Patil, M., and Choudhury, D., 2017. Soil-structure interaction in a combined pile-raft foundation - a case study. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 170 (2), 117–128. doi:10.1680/jgeen.16.00075
  • Lee, J., Kim, Y., and Jeong, S., 2010. Three-dimensional analysis of bearing behavior of piled raft on soft clay. Computers and Geotechnics, 37, 103–114. Elsevier. doi:10.1016/j.compgeo.2009.07.009
  • Lee, K.L. and Seed, H. B. 1967. Drained strength characteristics of sands ASCE Journal of Soil Mechanics and Foundations Division, 90 (SM6), 117–141.
  • Liu, J., et al., 1994. Experimental research on bearing behavior of pile groups in soil. In: Proceedings of 13th International Conference in Soil Mechanics and Foundation Engineering,vol. 2, New Delhi, India, 535–538.
  • Loukidis, D., 2006. Advanced constitutive modeling of sands and applications to foundation engineering. PhD Thesis. West Lafayette, Indiana: Purdue University.
  • Maharaj, D.K. and Anshuman, A., 2004. The effect of raft size and pile length on load-settlement behaviour of axisymmetric piled raft foundation. Electronics Journal of Geotechnical Engineering (EJGE), 9, 1–12.
  • Mandolini, A., Russo, G., and Viggiani, C., 2005. Pile foundations: experimental investigations, analysis and design. Proceedings of 16th International Conference in Soil Mechanics and Geotechnical Engineering, Osaka, Japan, 177–213.
  • Neville, A.M., 2011. Properties of concrete. England: Pearson education limited.
  • Nguyen, D.D.C., Jo, S.B., and Kim, D.S., 2013. Design method of piled-raft foundations under vertical load considering piled-raft interaction effects. Computers and Geotechnics, 47, 16–27. doi:10.1016/j.compgeo.2012.06.007
  • Nguyen, D.D.C., Kim, D.S., and Jo, S.B., 2014. Parametric study for optimum design of large piled raft foundations of sand. Computer and Geotechnics, 55, 14–26. doi:10.1016/j.compgeo.2013.07.014
  • Oh, E.Y.N., et al., 2008. Finite element modeling for piled raft foundation in sand. Eleventh East Asia-Pacific conference on structural engineering and construction (EASEC-11) “Building a Sustainable Environment. Taipei, Taiwan, 1–8.
  • Omeman, Z.M., 2012. Load sharing of piled raft foundation in sand subjected to vertical load. PhD Thesis. Canada: Concordia University.
  • Ortiz, M. and Simo, J.C., 1986. An analysis of a new class of integration algorithms for elastoplastic constitutive relations. International Journal of Numerical Methods of Engineering, 23 (3), 353–366. doi:10.1002/nme.1620230303
  • Park, D. and Lee, J., 2015. Interaction effects on load carrying behavior of piled rafts embedded in clay from centrifuge tests. Canadian Geotechnical Journal, 52 (10), 1550–1561. doi:10.1139/cgj-2014-0336
  • Poulos, H.G., 1991. Foundation economy via piled-raft systems. Kuala Lumpur, Malaysia: Pile Talk, 97–106. 93.
  • Poulos, H.G., et al., 1997. Comparison of some methods for analysis of piled rafts. Proceedings of 14th ICSMFE, 2. Hamburg, 1119–1124.
  • Poulos, H.G. and Davis, E.H., 1980. Pile foundation analysis and design. New York: John Wiley & Sons, Inc.
  • Rabiei, M., 2009. Parametric Study for Piled Raft Foundations. Electronic Journal of Geotechnical Engineering (EJGE), 14 (A), 1–11.
  • Reul, O. and Randolph, M.F., 2004. Design strategies for piled rafts subjected to nonuniform vertical loading. Journal of Geotechnical and Geoenvironmental Engineering, 130 (1), 1–13. doi:10.1061/(ASCE)1090-0241(2004)130:1(1)
  • Rowe, P.W., 1971. Theoretical meaning and observed values of deformation parameters for soil. Proceedings, Roscoe memorial symposium on stress strain behaviour of soils. Cambridge, U.K.: University of Cambridge, 143–194.
  • Russo, G., 1998. Numerical analysis of piled rafts. International Journal for Numerical and Analytical Methods in Geomechanics, 22 (6), 477–493. doi:10.1002/(SICI)1096-9853(199806)22:6<477::AID-NAG931>3.0.CO;2-H
  • Russo, G., 2018. Analysis and design of pile foundations under vertical load: an overview. R.I.G. Italian Geotechnical Journal, 52 (2), 52–71.
  • Russo, G. and Viggiani, C., 1998. Factors controlling soil-structure interaction for piled rafts. Darmstadt Geotechnics, 4, 297–321.
  • Salgado, R., 2008. The engineering of foundations. New York: McGraw Hill.
  • Sasitharan, S., et al., 1994. State-boundary surface for very loose sand and its practical implications. Canadian Geotechnical Journal, 31 (3), 321–334. doi:10.1139/t94-040
  • Seo, Y.K., Choi, K.S., and Jeong, S.G., 2003. Design charts of piled raft foundations on soft clay. Proceedings of the thirteenth International Offshore and Polar Engineering Conference. Honolulu, Hawaii, 753–755.
  • Yu, H.S., 1998. CASM: a unified state parameter model for clay and sand. International Journal of Numerical and Analytical Methods of Geomechanics, 22, 621–653. doi:10.1002/(SICI)1096-9853(199808)22:8<621::AID-NAG937>3.0.CO;2-8
  • Yu, H.S., 2006. Plasticity and geotechnics. New York: Springer.
  • Zhang, G.M., Lee, I.K., and Zhao, X.H., 1991. Interactive analysis of behaviour of raft-pile foundations. Proceedings of the International Conference on Geotechnical Engineering for Coastal Development - Theory and Practice on Soft Ground - GEO-COAST’91, 1. Yokohama, 759–764.

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