References
- Bakholdin, B.V. (1971), "Bearing capacity of pyramidal piles", Proceedings of the 4th Conference on Soil Mechanics and Foundation Engineering, Budapest, Hungary, pp. 507-510.
- D'Appolonia, E. and Hribar, J.A. (1963), "Load transfer in step-tapered piles", Soil Mech. Found. Div., ASCE, 89(6), 57-77.
- El Naggar, M.H. and Wei, J.Q. (1999a), "Axial capacity of tapered piles established from model tests", Can. Geotech. J., 36(6), 1185-1194. https://doi.org/10.1139/t99-076
- El Naggar, M.H. and Wei, J.Q. (1999b), "Response of tapered piles subjected to lateral loading", Can. Geotech. J., 36(1), 52-71. https://doi.org/10.1139/t98-094
- El Naggar, M.H. and Sakr, M. (2000), "Evaluation of axial performance of tapered piles from centrifuge tests", Can. Geotech. J., 37(6), 1295-1308. https://doi.org/10.1139/t00-049
- El Naggar, M.H. and Wei, J.Q. (2000), "Uplift behavior of tapered piles established from model tests", Can. Geotech. J., 37(1), 56-74. https://doi.org/10.1139/t99-090
- Fattah, M.Y., Yousif, M.A. and Al-Tameemi, S.M.K. (2015), "Effect of pile group geometry on bearing capacity of piled raft foundations", Struct. Eng. Mech., Int. J., 54(5), 829-853. https://doi.org/10.12989/sem.2015.54.5.829
- Eslami, A. and Fellenius, B.H. (1997), "Pile capacity by direct CPT and CPTu methods applied to 102 case histories", Can. Geotech. J., 34(6), 886-904. https://doi.org/10.1139/t97-056
- Ghasemi, M. (2006), "Experimental investigation of bearing capacity of pyramidal piles in sand", M.Sc. Thesis; Soil Mechanics & Foundation, Yazd University, Iran.
- Ghazavi, M. and Lavasan, A.A. (2006), "Bearing capacity of tapered and step-tapered piles subjected to axial compressive loading", Proceedings of the 7th International Conference on Coasts, Ports & Marine Structures, ICOPMAS, Tehran, Iran.
- Hanna, A.M., Morcous, G. and Helmy, M. (2004), "Efficiency of pile groups installed in cohesionless soil using artificial neural networks", Can. Geotech. J., 41(6), 1241-1249. https://doi.org/10.1139/t04-050
- Khan, M., Kamran, M., El Naggar, H. and Elkasabgy, M. (2008), "Compression testing and analysis of drilled concrete tapered piles in cohesive-frictional soil", Can. Geotech. J., 45(3), 377-392. https://doi.org/10.1139/T07-107
- Kishida, H. and Meyerhof, G.G. (1965), "Bearing capacity of pile group under eccentric loads in sand", Soil Mech. Fdn. Eng. Conf. Proc., Canada.
- Kodikara, J.K. and Moore, I.D. (1993), "Axial response of tapered piles in cohesive frictional ground", Geotech. Eng., 119(4), 675-693. https://doi.org/10.1061/(ASCE)0733-9410(1993)119:4(675)
- Nordlund, R.L. (1963), "Bearing capacity of piles in cohesionless soils", Soil Mech. Found. Div., ASCE, 89(3), 1-36.
- Paik, K., Lee, J. and Kim, D. (2011), "Axial response and bearing capacity of tapered piles in sandy soil", Geotech. Test. J., 34(2), 122-130.
- Ren, Q.X., Hou, C., Lam, D. and Han, L.H. (2014), "Experiments on the bearing capacity of tapered concrete filled double skin steel tubular (CFDST) stub columns", Steel Compos. Struct., Int. J., 17(5), 667-686. https://doi.org/10.12989/scs.2014.17.5.667
- Robinsky, E.L. and Morrison, C.F. (1964), "Sand displacement and compaction around model friction piles", NRC Research; Can. Geotech. J., 1(2), 81-93. DOI: 10.1139/t64-002
- Rybnikov, A.M. (1990), "Experimental investigations of bearing capacity of bored-cast-in-place tapered piles", Soil Mech. Found. Eng., 27(2), 48-52. https://doi.org/10.1007/BF02306100
- Surfer 8 user's manual version 4.1 (2009), Copyright Golden Software, USA.
- Us army corps of engineers (1997), EL 02 CO97, US Army Publication, USA.
- Veiskarami, M., Eslami, A. and Kumar, J. (2011), "End-bearing capacity of driven piles in sand using the stress characteristics method: Analysis and implementation", Can. Geotech. J., 48(10), 1570-1586. https://doi.org/10.1139/t11-057
- Vesic, A.S. (1967), "Ultimate loads and settlements of deep foundations in sand", Duke University, Durham, NC, USA.
- Vesic, A.S. (1969), "Experiments with instrumented pile groups in sand", Duke University, School of Engineering.
- Vesic, A. (1975), "Bearing capacity of shallow foundations", Foundation Engineering Handbook 3, pp. 121-145.
- Wei, J. and El Naggar, M.H. (1998), "Experimental study of axial behavior of tapered piles", Can. Geotech. J., 35(4), 641-654. https://doi.org/10.1139/t98-033
- Whitaker, T. (1957), "Experiments with model piles in groups", Geotechnique, 7(4), 147-167. https://doi.org/10.1680/geot.1957.7.4.147
- Zhan, Y.G., Wang, H. and Liu, F.C. (2012), "Numerical study on load capacity behavior of tapered pile foundations", Electron. J. Geotech. Eng., 17, 1969-1980.
Cited by
- Developing hybrid artificial neural network model for predicting uplift resistance of screw piles vol.10, pp.22, 2017, https://doi.org/10.1007/s12517-017-3285-5
- Performance Analysis of a Piled Raft Foundation System of Varying Pile Lengths in Controlling Angular Distortion vol.55, pp.4, 2018, https://doi.org/10.1007/s11204-018-9535-z
- Bearing capacity of tapered piles in clay under undrained condition pp.1939-7879, 2018, https://doi.org/10.1080/19386362.2018.1514755
- Model test and numerical simulation on the bearing mechanism of tunnel-type anchorage vol.12, pp.1, 2015, https://doi.org/10.12989/gae.2017.12.1.139
- Analytical and Numerical Approaches to Attain the Optimum Tapering Angle for Axially-Loaded Bored Piles in Sandy Soils vol.21, pp.7, 2021, https://doi.org/10.1061/(asce)gm.1943-5622.0002056
- Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies vol.21, pp.9, 2021, https://doi.org/10.1061/(asce)gm.1943-5622.0002133
- Axial and Lateral Efficiency of Tapered Pile Groups in Sand Using Mathematical and Three-Dimensional Numerical Analyses vol.36, pp.1, 2015, https://doi.org/10.1061/(asce)cf.1943-5509.0001680