94
Views
2
CrossRef citations to date
0
Altmetric
Research Articles

Interaction analysis of two floating granular piled raft units

ORCID Icon, ORCID Icon &
Pages 1-18 | Received 28 Feb 2022, Accepted 10 Oct 2022, Published online: 28 Oct 2022

References

  • Algin, H.M. and Gumus, V., 2018. 3D fe analysis on settlement of footing supported with rammed aggregate pier group. International Journal of Geomechanics, 18 (8), 04018095. doi:10.1061/(ASCE)GM.1943-5622.0001189.
  • Alnuaim, A. M., El Naggar, H., El Naggar, M. H., 2013. 3D Modeling of Piled Raft Foundation Subjected To Vertical Loading. In the 3rd Specialty Conference on Material Engineering & Applied Mechanics part of CSCE annual conference (Montreal 2013), May, Montréal, Québec, Vol. 29.
  • Amornfa, K., Phienwej, N., and Kitpayuck, P., 2012. Current practice on foundation design of high-rise buildings in Bangkok, Thailand. Lowland Technology International, 14 (2Dec), 70–83. ISSN: 13449656. http://cot.unhas.ac.id/journals/index.php/ialt_lti/article/view/441
  • Black, J.A., Sivakumar, V., and Bell, A., 2011. The settlement performance of stone column foundations. Géotechnique, 61 (11), 909–922. doi:10.1680/geot.9.P.014.
  • Bong, T., et al., 2020. Bearing capacity of spread footings on aggregate pier–reinforced clay: updates and stress concentration. Canadian Geotechnical Journal, 57 (5), 717–727. doi:10.1139/cgj-2019-0026.
  • Boussinesq, J., 1885. Application of potentials to the study of the equilibrium and motion of elastic solids: mainly to the calculation of the strains and pressures produced, in these solids, by any forces exerted on a small part of their surface or of their interior: thesis followed by extensive notes on various points of physics, mathematics and analysis. Vol. 4. Gauthier-Villars, Paris, pp. 30.
  • Butterfield, R. and Banerjee, P.K., 1971. The problem of pile group–pile cap interaction. Geotechnique, 21 (2), 135–142. doi:10.1680/geot.1971.21.2.135.
  • Clancy, P. and Randolph, M.F., 1993. An approximate analysis procedure for piled raft foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 17 (12), 849–869. doi:10.1002/nag.1610171203.
  • Davis, E.H. and Poulos, H.G., 1972. The analysis of pile raft systems. Australian Geomechanics Journal, G2 (1), 21–27. https://www.researchgate.net/publication/293124691_ANALYSIS_OF_PILE_RAFT_SYSTEMS
  • De Sanctis, L., Russo, G., and Viggiani, C., 2002. Piled raft on layered soils. In: Proceedings of the ninth international conference on piling and deep foundations, Nice, ISBN 2-85978-358-X. 279–286. 10.4324/9780203880876.
  • 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.
  • Garg, V. and Sharma, J.K., 2020. Analyses and settlement study of a group of two, three and four partially stiffened floating granular piles. Geomechanics and Geoengineering, 15 (3), 203–223. doi:10.1080/17486025.2019.1635715.
  • Hain, S.J. and Lee, I.K., 1978. The analysis of flexible raft-pile systems. Geotechnique, 28 (1), 65–83. doi:10.1680/geot.1978.28.1.65.
  • Horikoshi, K. and Randolph, M.F., 1998. A contribution to optimum design of piled rafts. Geotechnique, 48 (3), 301–317. doi:10.1680/geot.1998.48.3.301.
  • Katzenbach, R., et al. 2005. Combined pile raft founda-tions (CPRF): an appropriate solution for the founda-tions of high-rise buildings. Slovak Journal of Civil Engineering (SJCE), 19–29. https://api.semanticscholar.org/CorpusID:201046417
  • Katzenbach, R., et al., 2009. Combined pile-raft foundations and energy piles: recent trends in research and practice. In: R. Katzenbach, ed Proceedings of International Conference on Deep Foundations: CRPF and Energy Piles, 15 May, Frankfurt am Main, Germany Darmstadt Geotechnics No. 18, 3–20.
  • Kitiyodom, P., Matsumoto, T., and Kawaguchi, K., 2005. A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling. International Journal for Numerical and Analytical Methods in Geomechanics, 29 (15), 1485–1507. doi:10.1002/nag.469.
  • Kuwabara, F., 1989. An elastic analysis for piled raft foundations in a homogeneous soil. Soils and Foundations, 29 (1), 82–92. doi:10.3208/sandf1972.29.82.
  • Madhav, M.R., Sharma, J.K., and Sivakumar, V., 2009. Settlement of and load distribution in a granular piled raft. Geomechanics and Engineering, 1 (1), 97–112. doi:10.12989/gae.2009.1.1.097.
  • Madhira, M., Sharma, J.K., and Sanadhya, R.R., 2020. Analysis of stiffened granular piled raft. Geotechnical Engineering Journal of SEAGS-AGSSEA Honouring Prof Harry G Poulos, 51 (2), 54–64. [ ISSN: 00465828].
  • 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.
  • Mindlin, R.D., 1937. Stress system in a circular disk under radial forces, presented at the joint meeting of applied mechanics and hydraulic division of the ASME held at Cornell University, NY, 115–118. 10.1115/1.4008786.
  • Nguyen, D.D.C., Jo, S.B., and Kim, D.S., 2013. Design method of piled-raft foundations under vertical load considering interaction effects. Computers and Geotechnics, 47, 16–27. doi:10.1016/j.compgeo.2012.06.007.
  • Oh, E.Y.N., et al., 2009. Numerical analysis of piled raft foundation in sandy and clayey soils. In: Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical EngineeringYoung 6(6). 10.3233/978-1-60750-031-5-1159.
  • 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.
  • Polous, H.G., 2008. The piled raft foundation for the Burj Dubai–design & performance. IGS–Ferroco Terzaghi, Oration–2008.
  • Poulos, H.G., 1968. Analysis of the settlement of pile groups. Geotechnique, 18 (4), 449–471. doi:10.1680/geot.1968.18.4.449.
  • Poulos, H.G., 2000. Practical design procedures for piled raft foundations. In: Design applications of raft foundations. Thomas Telford Publishing, 425–467. doi:10.1680/daorf.27657.0016.
  • Poulos, H.G., 2001. Piled raft foundations: design and applications. Geotechnique, 51 (2), 95–113. doi:10.1680/geot.2001.51.2.95.
  • Poulos, H.G. and Davis, E.H., 1968. The settlement behaviour of single axially loaded incompressible piles and piers. Geotechnique, 18 (3), 351–371. doi:10.1680/geot.1968.18.3.351.
  • Quick, H., 2005. Report on foundation design of high-rise buildings. Dubai.
  • Randolph, M.F. 1983. Design of piled raft foundations. In: Proc. Int. Symp. on Recent Developments in Laboratory and Field Tests and Analysis of Geotechnical Problems, Bangkok, 525–537.
  • Reul, O., 2004. Numerical study of the bearing behavior of piled rafts. International Journal of Geomechanics, 4 (2), 59–68. doi:10.1061/(ASCE)1532-3641(2004)4:2(59).
  • Samanta, M. and Bhowmik, R., 2017. 3D numerical analysis of piled raft foundation in stone column improved soft soil. International Journal of Geotechnical Engineering, 13 (5), 474–483. doi:10.1080/19386362.2017.1368139.
  • Sharma, J.K., 1999. Analysis and settlement of granular pile (s)-single, in group and with raft (Doctoral dissertation). Kanpur: Indian Institute of Technology.
  • 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): Series A, 100 (2), 287–297. doi:10.1007/s40030-018-0347-y.
  • Sönmez, N., 2013. A study on design of Piled Raft Foundation Systems. ( Master’s thesis). Middle East Technical University.
  • Stuedlein, A.W. and Holtz, R.D., 2013. Bearing capacity of spread footings on aggregate pier reinforced clay. Journal of Geotechnical and Geoenvironmental Engineering, 139 (1), 49–58. doi:10.1061/(ASCE)GT.1943-5606.0000748.
  • Tan, K.L., 2015. Development of simplified design techniques for estimating undrained bearing loads of piled-raft in soft clay. ( Doctoral dissertation). University of Nottingham.
  • Tan, Y.C. and Chow, C.M., 2004. Design of piled raft foundation on soft ground, GSM-IEM Forum: the roles of engineering geology & geotechnical engineering in construction works. 21 October Kuala Lumpur : Department of Geology, University of Malaya.
  • Yamashita, K., Hamada, J., and Yamada, T., 2011a. Field measurements on piled rafts with grid-form deep mixing walls on soft ground. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 42 (2), 1–10. [ ISSN: 00465828.].
  • Yamashita, K. and Yamada, T., 2009. Settlement and load sharing of a piled raft with ground improvement on soft ground, In: Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering. 1236–1239. doi:10.3233/978-1-60750-031-5-1236.
  • Yamashita, K., Yamada, T., and Hamada, J., 2011b. Investigation of settlement and load sharing on piled rafts by monitoring full-scale structures. Soils and Foundation, 51 (3), 513–532. doi:10.3208/sandf.51.513.

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.