Nonlinear analysis of the response of a single pile subjected to tension load using a hyperbolic model

References

• Alawneh, A. S., Malkawi, A. I. H., & Al-Deeky, H. (1999). Tension tests on smooth and rough model piles in dry sand. Canadian Geotechnical Journal, 36, 746–753.10.1139/t98-104
   Web of Science ®Google Scholar
• Alawneh, A. S. (2005). Modelling load–displacement response of driven piles in cohesionless soils under tensile loading. Computers and Geotechnics, 32, 578–586.10.1016/j.compgeo.2005.11.003
   Web of Science ®Google Scholar
• Chin, J. T., & Poulus, H. G. (1991). A “T-Z” approach for cyclic axial loading analysis of single piles. Computers and Geotechnics, 12, 289–320.10.1016/0266-352X(91)90027-D
   Google Scholar
• Das, B. M. (1983). A procedure for estimation of uplift capacity of rough piles. Soils and Foundations, 23, 122–126.10.3208/sandf1972.23.3_122
   Google Scholar
• Dash, B. K., & Pise, P. J. (2003). Effect of compressive load on uplift capacity of model piles. Journal of Geotechnical and Geoenvironmental Engineering, 129, 987–992.10.1061/(ASCE)1090-0241(2003)129:11(987)
   Web of Science ®Google Scholar
• De Nicola, A., & Randolph, M. F. (1993). Tensile and compressive shaft capacity of piles in sand. Journal of Geotechnical Engineering, 119, 1952–1973.10.1061/(ASCE)0733-9410(1993)119:12(1952)
   Google Scholar
• Duncan, J. M., & Chang, C. Y. (1970). Nonlinear analysis of stress and strain in soils. Journal of the Soil Mechanics and Foundations Engineering Division, ASCE, 96, 1629–1653.
   Google Scholar
• Goel, S., & Patra, N. R. (2007). Prediction of load displacement response of single piles under uplift load. Geotechnical and Geological Engineering, 25, 57–64.10.1007/s10706-006-0006-3
   Google Scholar
• Han, J., & Ye, S. L. (2006). A field study on the behavior of micropiles in clay under compression or tension. Canadian Geotechnical Journal, 43, 19–29.10.1139/t05-089
   Web of Science ®Google Scholar
• Ismael, N. F., & Al-Sanad, H. A. (1986). Uplift capacity of bored piles in calcareous soils. Journal of Geotechnical Engineering, 112, 928–940.10.1061/(ASCE)0733-9410(1986)112:10(928)
   Google Scholar
• Kim, S., Jeong, S., Cho, S., & Park, I. (1999). Shear load transfer characteristics of drilled shafts in weathered rocks. Journal of Geotechnical and Geoenvironmental Engineering, 125, 999–1010.10.1061/(ASCE)1090-0241(1999)125:11(999)
   Web of Science ®Google Scholar
• McCabe, B. A., & Lehane, B. M. (2006). Behavior of axially loaded pile groups driven in clayey silt. Journal of Geotechnical and Geoenvironmental Engineering, 132, 401–410.10.1061/(ASCE)1090-0241(2006)132:3(401)
   Web of Science ®Google Scholar
• Poulos, H. G., & Davis, E. H. (1980). Pile foundation analysis and design. New York, NY: Wiley.
   Google Scholar
• Shanker, K., Basudhar, P. K., & Patra, N. R. (2007). Uplift capacity of single piles: predictions and performance. Geotechnical and Geological Engineering, 25, 151–161.10.1007/s10706-006-9000-z
   Google Scholar
• Sowa, V. A. (1970). Pulling capacity of concrete cast in-situ bored piles. Canadian Geotechnical Journal, 7, 482–493.10.1139/t70-060
   Google Scholar
• Sun, X. L., Yang, M., & Mo, H. H. (2009). Evaluation of deformation of tension pile group using equivalent pier method. Rock and Soil Mechanics, 30, 2392–2396. [in Chinese]
   Google Scholar
• Zhang, Q. Q., Li, S. C., Zhang, Q., Li, L. P., & Zhang, B. (2015). Analysis on response of a single pile subjected to tension load using asoftening model and a hyperbolic model. Marine Georesources & Geotechnology, 33, 167–176.
   Web of Science ®Google Scholar
• Zhang, Q. Q., Zhang, Z. M., & He, J. Y. (2010). A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils. Computers and Geotechnics, 37, 969–976.10.1016/j.compgeo.2010.08.003
   Web of Science ®Google Scholar
• Zhang, Q. Q., & Zhang, Z. M. (2012). Simplified calculation approach for settlement of single pile and pile groups. Journal of Computing in Civil Engineering, 26, 750–758.10.1061/(ASCE)CP.1943-5487.0000167
   Web of Science ®Google Scholar
• Zhang, Z. M., Zhang, Q. Q., & Yu, F. (2011). A destructive field study on the behavior of piles under tension and compression. Journal of Zhejiang University SCIENCE A, 12, 291–300.10.1631/jzus.A1000253
   Web of Science ®Google Scholar