Experimental Pullout Capacity of Screw Piles in Dry Gypseous Soil

Mahdi O. Karkush; Omar J. Mukhlef

doi:10.1051/e3sconf/202131801002

All issues

Volume 318 (2021)

E3S Web Conf., 318 (2021) 01002

References

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

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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. [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. [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. [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. [Google Scholar]
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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. [Google Scholar]
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[1] 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]

[2] 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. [Google Scholar]

[3] 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]

[4] 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]

[5] 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. [Google Scholar]

[6] Arup Geotechnics, Design of screw piles: assessment of pile design methodology, Ove Arup & Partners Ltd, London, 2005. [Google Scholar]

[7] 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. [Google Scholar]

[8] 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. [Google Scholar]

[9] R. Schmidt and M. Nasr, Screw piles: uses and considerations, Struct. Mag. (2004) 29–31. [Google Scholar]

[10] 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]

[11] 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]

[12] 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]

[13] G.G. Meyerhof and J.I. Adams, The ultimate uplift capacity of foundations, Canadian Geotechnical Journal 5(4) (1968) 225–244. [Google Scholar]

[14] B.M. Das and S.K. Shukla. Earth anchors. J. Ross Publishing, 2013. [Google Scholar]

[15] 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]

[16] 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. [Google Scholar]

[17] 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. [Google Scholar]

[18] 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. [Google Scholar]