EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 318 (2021) E3S Web Conf., 318 (2021) 01012 References
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. [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. [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. [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). [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). [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). [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. [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. [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. [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. [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. [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). [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]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.