Open Access
Issue |
E3S Web Conf.
Volume 318, 2021
Second International Conference on Geotechnical Engineering – Iraq (ICGE 2021)
|
|
---|---|---|
Article Number | 01002 | |
Number of page(s) | 9 | |
Section | Developments in Geotechnical Engineering | |
DOI | https://doi.org/10.1051/e3sconf/202131801002 | |
Published online | 08 November 2021 |
- N.S. Al-Dulaimi, Characteristics of gypseous soils treated with calcium chloride solution, M.Sc. Thesis, Civil Engineering Department, University of Baghdad, 2004. [Google Scholar]
- O.J. Mukhlef, M.O. Karkush, and A. Zhussupbekov, Strength and compressibility of screw piles constructed in gypseous soil, In IOP Conference Series: Materials Science and Engineering 901 (1) (2020) 012006. [CrossRef] [Google Scholar]
- M.O. Karkush, Y.J. Al-Shakarchi, and A.N. Al-Jorany, Theoretical modeling and experimental investigation of leaching behavior of salty soils, In Conference on Construction and Building Technology (2008) 123–138. [Google Scholar]
- M.O. Karkush, Y.J. Al-Shakarchi, and A.N. Al-Jorany, Leaching Behavior of Gypseous Soils. Journal of Engineering 14(4) (2008) 3077–3089. [Google Scholar]
- M.O. Karkush, M.D. Ahmed, A.A.H. Sheikha, and A. Al-Rumaithi, Thematic maps for the variation of bearing capacity of soil using SPTs and MATLAB. Geosciences 10(9) (2020) 329. [CrossRef] [Google Scholar]
- Arup Geotechnics, Design of screw piles: assessment of pile design methodology, Ove Arup & Partners Ltd, London, 2005. [Google Scholar]
- B. Livneh and M.H.M. Naggar, Axial testing and numerical modelling of square shaft helical piles under compressive and tensile loading, Canadian Geotechnical Journal 45(8) (2008) 1142–1155. [CrossRef] [Google Scholar]
- G. Zhengyang and L. Deng, Field behaviour of screw micropiles subjected to axial loading in cohesive soils, Canadian Geotechnical Journal 55(1) (2018) 34–44. [CrossRef] [Google Scholar]
- R. Schmidt and M. Nasr, Screw piles: uses and considerations, Struct. Mag. (2004) 29–31. [Google Scholar]
- D. Xiao, C. Wu, and H. Wu, Experimental study on ultimate capacity of large screw piles in Beijing, In International Congress and Exhibition, Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology (2017) 52–58. [Google Scholar]
- M. Perlow, Jr. Helical pile acceptance criteria, design guidelines, and load test verification, In Geo-Frontiers 2011: Advances in Geotechnical Engineering (2011) 94–102. [Google Scholar]
- M.P. Mitsch and S.P. Clemence, The uplift capacity of helix anchors in sand, In Uplift Behavior of Anchor Foundations in Soil, American Society of Civil Engineers, New York (1985) 26–47. [Google Scholar]
- G.G. Meyerhof and J.I. Adams, The ultimate uplift capacity of foundations, Canadian Geotechnical Journal 5(4) (1968) 225–244. [CrossRef] [Google Scholar]
- B.M. Das and S.K. Shukla. Earth anchors. J. Ross Publishing, 2013. [Google Scholar]
- D.J.Y. Zhang, R. Chalaturnyk, P.K. Robertson, D.C. Sego, and G. Cyre, Screw anchor test program (Part I): Instrumentation, site characterization and installation, In Proc. 51st Canadian Geotech. Conf., Edmonton. 1998. [Google Scholar]
- M.F. Bouali, M.O. Karkush, and M. Bouassida, Impact of wall movements on the location of passive Earth thrust. Open Geosciences 13(1) (2021) 570–581. [CrossRef] [Google Scholar]
- S.N. Rao, Y.V.S.N. Prasad, and C. Veeresh, C. Behaviour of embedded model screw anchors in soft clays, Geotechnique 43(4) (1993) 605–614. [CrossRef] [Google Scholar]
- A.J. Lutenegger, Cylindrical shear or plate bearing? Uplift behavior of multi-helix screw anchors in clay, In Contemporary Topics in Deep Foundations (2009) 456–463. [CrossRef] [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.