Open Access
Issue
E3S Web Conf.
Volume 318, 2021
Second International Conference on Geotechnical Engineering – Iraq (ICGE 2021)
Article Number 01012
Number of page(s) 12
Section Developments in Geotechnical Engineering
DOI https://doi.org/10.1051/e3sconf/202131801012
Published online 08 November 2021
  1. Lutenegger, A.J., 2011. Behavior of multi-helix screw anchors in sand. In Proceedings of the 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Toronto. [Google Scholar]
  2. Al-Baghdadi, T.A., Brown, M.J., Knappett, J.A., and Al-Defae, A.H., 2017. Effects of vertical loading on lateral screw pile performance. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 170(3), pp.259–272. [CrossRef] [Google Scholar]
  3. Zhang, D.J.Y., 1999. Predicting capacity of helical screw piles in Alberta soils. M.Sc. Thesis, Department of Civil and Environmental Engineering, University of Alberta. [Google Scholar]
  4. Vito, D. and Cook, T., 2011. Case histories on the use of helical piles for retrofitting and new construction. 2011 Pan-Am CGS. In Geotechnical Conference, Canada. [Google Scholar]
  5. Perko, H.A., 2009. Helical piles: a practical guide to design and installation. John Wiley & Sons. [Google Scholar]
  6. Sakr, M., 2009. Performance of helical piles in oil sand. Canadian Geotechnical Journal, 46(9), pp.1046–1061. [CrossRef] [Google Scholar]
  7. Rao, S.N., Prasad, Y.V.S.N. and Shetty, M.D., 1991. The behaviour of model screw piles in cohesive soils. Soils and Foundations, 31(2), pp.35–50. [CrossRef] [Google Scholar]
  8. Aydin, M., Bradka, T.D. and Kort, D.A., 2011. Osterberg cell load testing on helical piles. In Geo-Frontiers 2011: Advances in Geotechnical Engineering (pp. 66–74). [CrossRef] [Google Scholar]
  9. Tappenden, K., Sego, D. and Robertson, P., 2009. Load transfer behavior of full-scale instrumented screw anchors. In Contemporary Topics in Deep Foundations (pp. 472–479). [CrossRef] [Google Scholar]
  10. Lutenegger, A.J., 2009. Cylindrical shear or plate bearing? Uplift behavior of multi-helix screw anchors in clay. In Contemporary Topics in Deep Foundations (pp. 456–463). [CrossRef] [Google Scholar]
  11. Fattah, M.Y., Salim, N.M. and Mohsin, I.M., 2014. Behavior of single pile in unsaturated clayey soils. Engineering and Technology Journal, University of Technology, 32 (Part (A), pp.763–787. [Google Scholar]
  12. Fredlund, D.G. and Rahardjo, H., 1993. Soil mechanics for unsaturated soils. John Wiley & Sons. [Google Scholar]
  13. Gallipoli, D., Gens, A., Sharma, R. and Vaunat, J., 2003. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique, 53(1), pp.123–135. [CrossRef] [Google Scholar]
  14. Smith, I., 2014. Smith's elements of soil mechanics. John Wiley & Sons. [Google Scholar]
  15. Richards, B.G., 1974. Soil mechanics - new horizons. chapter 4: behaviour of unsaturated soils. Butterworth and Company Publishers Limited, pp. 112–157. [Google Scholar]
  16. Brady, N.C., Weil, R.R. and Weil, R.R., 2008. The nature and properties of soils (Vol. 13, pp. 662–710). Upper Saddle River, NJ: Prentice-Hall. [Google Scholar]
  17. ASTM D854-00, 2000. Standard test method for specific gravity of soil solids by water pycnometer. Annual book of ASTM standards. [Google Scholar]
  18. ASTM D422-00, 2000. Standard test method for particle size analysis of soil. American Society of Testing and Materials. [Google Scholar]
  19. ASTM D4253-00, 2000. Standard test method for maximum index density and unit weight of soils using a vibratory table. American Society of Testing and Materials. [Google Scholar]
  20. ASTM D4254, 2000. Standard test method for minimum index density and unit weight of soils and calculation of relative density. American Society for Testing and Materials. [Google Scholar]
  21. Fredlund, D.G., Sheng, D. and Zhao, J., 2011. Estimation of soil suction from the soil-water characteristic curve. Canadian geotechnical journal, 48(2), pp.186–198. [CrossRef] [Google Scholar]
  22. Fredlund, D.G. and Xing, A., 1994. Equations for the soil-water characteristic curve. Canadian geotechnical journal, 31(4), pp.521–532. [CrossRef] [Google Scholar]
  23. Van Genuchten, M.T., 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil science society of America Journal, 44(5), pp.892–898. [CrossRef] [Google Scholar]
  24. Georgiadis, K., Potts, D.M. and Zdravkovic, L., 2003. The influence of partial soil saturation on pile behaviour. Géotechnique, 53(1), pp.11–25. [CrossRef] [Google Scholar]
  25. Mohamed, F.M.O. and Vanapalli, S.K., 2006, October. Laboratory investigations for the measurement of the bearing capacity of unsaturated coarse-grained soil. In Proceedings of the 59th Canadian geotechnical conference, Vancouver (pp. 219–226). [Google Scholar]
  26. Ravichandran, N. and Shada, H.K., 2010. Dynamic Response of Pile Foundation in Partially Saturated Soils. In GeoFlorida 2010: Advances in Analysis, Modeling & Design (pp. 3009–3018). [CrossRef] [Google Scholar]
  27. Vanapalli, S.K. and Taylan, Z.N., 2012. Design of single piles using the mechanics of unsaturated soils. International Journal of GEOMATE, 2(1), pp.197–204. [Google Scholar]

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