Experimental Study on Configuration and Spacing of Screw Pile Group Effect Subjected to Lateral Cyclic Loading

Azhar S. Ibrahim; Hassan O. Abbas; Omar K. Ali

doi:10.1051/e3sconf/202131801004

All issues

Volume 318 (2021)

E3S Web Conf., 318 (2021) 01004

References

Open Access

Issue		E3S Web Conf. Volume 318, 2021 Second International Conference on Geotechnical Engineering – Iraq (ICGE 2021)


Article Number		01004
Number of page(s)		10
Section		Developments in Geotechnical Engineering
DOI		https://doi.org/10.1051/e3sconf/202131801004
Published online		08 November 2021

M. A. Sakr, A.K. Nazir, W. R. Azzam, A. F. Sallam, 2016. Behavior of grouted single screw piles under inclined tensile loads in sand. EJGE, 21(2016): 572–591. [Google Scholar]
B. W. Byrne, G. T. Houlsby, 2015. Helical piles: an innovative foundation design option for offshore wind turbines. Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, 373(2035), p.20140081. [Google Scholar]
K. M. Tappenden and D.C. Sego, 2007. Predicting the axial capacity of screw piles installed in Canadian soils. In the Canadian Geotechnical Society (CGS), OttawaGeo2007 Conference (pp. 1608–1615). [Google Scholar]
M. Sakr, 2010. Lateral resistance of high capacity helical piles: case study. In: Proceedings of the 63rd Canadian Geotechnical and 6th Canadian Permafrost Conference. Calgary, Alberta, 402–412. [Google Scholar]
Y. Türedi and M. Örnek, 2020. Analysis of model helical piles subjected to axial compression. Journal of the Croatian Association of Civil Engineers, 72(09), 759–769. [Google Scholar]
Z. Li, S. K. Haigh, M.D. Bolton, The response of pile groups under cyclic lateral loads. International Journal of Physical Modelling in Geotechnics. 10(2) (2010) 47–57. [Google Scholar]
Y. V. Prasad and S. N. Rao, 1996. Lateral capacity of helical piles in clays. Journal of Geotechnical Engineering, 11,938–941. [Google Scholar]
S. Mittal, B. Ganjoo, and S. Shekhar, 2010. Static equilibrium of screw anchor pile under lateral load in sands. Geotechnical and Geological Engineering, 5,717–725. [Google Scholar]
H. Ding, L. Wang, P. Zhang, and C. Le, 2018. Study on the lateral bearing capacity of singlehelix pile for offshore wind power. In ASME 37th International Conference on Ocean, Offshore and Arctic Engineering, 1–6. [Google Scholar]
F. M. Abdrabbo and A.Z. El Wakil, 2016. Laterally loaded helical piles in sand. Alexandria Engineering Journal, 4,3239–3245. [Google Scholar]
M. Sakr, 2009. Performance of helical piles in oil sand. Canadian Geotechnical Journal, 9,1046–1061. [Google Scholar]
M. A. Elkasabgy and M. H. El Naggar, 2015. Lateral performance of large-capacity helical piles. In IFCEE 2015 International Association of Foundation Drilling Deep Foundation Institute Pile Driving Contractors Association, American Society of Civil Engineers. [Google Scholar]
T. A. Al-Baghdadi, M. J. Brown, J. A. Knappett, and A. H. Al-Defae, 2017. Effects of vertical loading on lateral screw pile performance. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 3,259–272. [Google Scholar]
H. O. Abbas and O. K. Ali, 2020. Comparing the axial performance of screw pile with ordinary piles in soft clay layer overlaying sandy soil. Lecture Notes in Civil Engineering, 112. [Google Scholar]
H. O. Abbas and O. K. Ali, 2020. Parameters affecting screw pile capacity embedded in soft clay overlaying dense sandy soil. IOP Conference Series: Materials Science and Engineering. 745:012117. [Google Scholar]
A. S. Jamill and H. O. Abbas, 2020. Compressive capacity of triangular screw piles group embedded in soft clay. Diyala Journal of Engineering Sciences, 13(4), 44–49. [Google Scholar]
O.J. Mukhlef, M.O. Karkush, and A. Zhussupbekov, 2020. Strength and compressibility of screw piles constructed in gypseous soil. IOP Conference Series: Materials Science and Engineering, 901:012006. [Google Scholar]
M. O. Karkush, 2016. Behavior of pile groups subjected to axial static and lateral cyclic loads in contaminated soils. In Geo-China (2016), 166–174. [Google Scholar]
M. O. Karkush, 2016. Impacts of soil contamination on the response of piles foundation under a combination of loading. Engineering, Technology & Applied Science Research, 6(1), 917–922. [Google Scholar]
A. K. Mahmood and J. M. Abbas, 2019. The effect of vertical loads and the pile shape on pile group response under lateral two-way cyclic loading. Civil Engineering Journal, 5(11), 2377–2391. [Google Scholar]
A. W. Saleh, J. M. Abbas, 2020. Effect of spacing and cross-sectional shape on piled raft system subjected to lateral cyclic loading. Diyala Journal of Engineering Sciences, 13(3), 114–122. [Google Scholar]
British Standard, BS, 1986. Code of Practice for Foundations. British Standard Institution, London, British, C.P. 8004. [Google Scholar]
S. Basack and S. Nimbalkar, 2018. Measured and predicted response of pile groups in soft clay subjected to cyclic lateral loading. International Journal of Geomechanics, 18(7), 04018073. [Google Scholar]
A. J. Al-Taie, 2015. Profiles and Geotechnical Properties for some Basra Soils, Al-Khwarizmi Engineering Journal, 11(2), 74–85. [Google Scholar]
T. A. Al-Baghdadi, C. Davidson, M. J. Brown, J. A. Knappett, A. Brennan, C. Augarde, W. Coombs, L. Wang, D. Richards, and A. Blake. 2018. CPT-based design procedure for installation torque prediction for screw piles installed in sand. Offshore Site Investigation Geotechnics 8th International Conference Proceedings (n.d.), 346–353. [Google Scholar]
A. Mohajerani, D. Bosnjak, D. and D. Bromwich, 2016. Analysis and design methods of screw piles: a review. Soils and Foundations, 56(1), 115–128. [Google Scholar]
B. B. Broms, 1964. Lateral resistance of piles in cohesive soils. Journal of the Soil Mechanics and Foundations Division, b. 90(2), 27–64. [Google Scholar]
H. G. Poulos, 1982. Single pile response to cyclic lateral load. J. Geotech Eng. 10 (3), 355–337 [Google Scholar]
J. R. Peng, B. G. Clarke, and M. Rouainia, 2006. A device to cyclic lateral loaded model piles. Geotechnical Testing Journal, 29,341–347. [Google Scholar]
B.S. Albusoda, A.F. Alsaddi, 2017. Experimental study on performance of laterally loaded plumb and battered piles in layered sand. Journal of Engineering, 23(9), 23–37. [Google Scholar]
S. Chandrasekaran, A. Boominathan, G. Dodagoudar, 2010. Experimental investigations on the behavior of pile groups in clay under lateral cyclic loading. Geotechnical and Geological Engineering, 28(5), 603–617. [Google Scholar]
C.N. Weech, J.A. Howie, 2012. Helical piles in soft sensitive soils-a field study of disturbance effects on pile capacity. In VGS Symposium on Soft Ground Engineering. [Google Scholar]

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[1] M. A. Sakr, A.K. Nazir, W. R. Azzam, A. F. Sallam, 2016. Behavior of grouted single screw piles under inclined tensile loads in sand. EJGE, 21(2016): 572–591. [Google Scholar]

[2] B. W. Byrne, G. T. Houlsby, 2015. Helical piles: an innovative foundation design option for offshore wind turbines. Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, 373(2035), p.20140081. [Google Scholar]

[3] K. M. Tappenden and D.C. Sego, 2007. Predicting the axial capacity of screw piles installed in Canadian soils. In the Canadian Geotechnical Society (CGS), OttawaGeo2007 Conference (pp. 1608–1615). [Google Scholar]

[4] M. Sakr, 2010. Lateral resistance of high capacity helical piles: case study. In: Proceedings of the 63rd Canadian Geotechnical and 6th Canadian Permafrost Conference. Calgary, Alberta, 402–412. [Google Scholar]

[5] Y. Türedi and M. Örnek, 2020. Analysis of model helical piles subjected to axial compression. Journal of the Croatian Association of Civil Engineers, 72(09), 759–769. [Google Scholar]

[6] Z. Li, S. K. Haigh, M.D. Bolton, The response of pile groups under cyclic lateral loads. International Journal of Physical Modelling in Geotechnics. 10(2) (2010) 47–57. [Google Scholar]

[7] Y. V. Prasad and S. N. Rao, 1996. Lateral capacity of helical piles in clays. Journal of Geotechnical Engineering, 11,938–941. [Google Scholar]

[8] S. Mittal, B. Ganjoo, and S. Shekhar, 2010. Static equilibrium of screw anchor pile under lateral load in sands. Geotechnical and Geological Engineering, 5,717–725. [Google Scholar]

[9] H. Ding, L. Wang, P. Zhang, and C. Le, 2018. Study on the lateral bearing capacity of singlehelix pile for offshore wind power. In ASME 37th International Conference on Ocean, Offshore and Arctic Engineering, 1–6. [Google Scholar]

[10] F. M. Abdrabbo and A.Z. El Wakil, 2016. Laterally loaded helical piles in sand. Alexandria Engineering Journal, 4,3239–3245. [Google Scholar]

[11] M. Sakr, 2009. Performance of helical piles in oil sand. Canadian Geotechnical Journal, 9,1046–1061. [Google Scholar]

[12] M. A. Elkasabgy and M. H. El Naggar, 2015. Lateral performance of large-capacity helical piles. In IFCEE 2015 International Association of Foundation Drilling Deep Foundation Institute Pile Driving Contractors Association, American Society of Civil Engineers. [Google Scholar]

[13] T. A. Al-Baghdadi, M. J. Brown, J. A. Knappett, and A. H. Al-Defae, 2017. Effects of vertical loading on lateral screw pile performance. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 3,259–272. [Google Scholar]

[14] H. O. Abbas and O. K. Ali, 2020. Comparing the axial performance of screw pile with ordinary piles in soft clay layer overlaying sandy soil. Lecture Notes in Civil Engineering, 112. [Google Scholar]

[15] H. O. Abbas and O. K. Ali, 2020. Parameters affecting screw pile capacity embedded in soft clay overlaying dense sandy soil. IOP Conference Series: Materials Science and Engineering. 745:012117. [Google Scholar]

[16] A. S. Jamill and H. O. Abbas, 2020. Compressive capacity of triangular screw piles group embedded in soft clay. Diyala Journal of Engineering Sciences, 13(4), 44–49. [Google Scholar]

[17] O.J. Mukhlef, M.O. Karkush, and A. Zhussupbekov, 2020. Strength and compressibility of screw piles constructed in gypseous soil. IOP Conference Series: Materials Science and Engineering, 901:012006. [Google Scholar]

[18] M. O. Karkush, 2016. Behavior of pile groups subjected to axial static and lateral cyclic loads in contaminated soils. In Geo-China (2016), 166–174. [Google Scholar]

[19] M. O. Karkush, 2016. Impacts of soil contamination on the response of piles foundation under a combination of loading. Engineering, Technology & Applied Science Research, 6(1), 917–922. [Google Scholar]

[20] A. K. Mahmood and J. M. Abbas, 2019. The effect of vertical loads and the pile shape on pile group response under lateral two-way cyclic loading. Civil Engineering Journal, 5(11), 2377–2391. [Google Scholar]

[21] A. W. Saleh, J. M. Abbas, 2020. Effect of spacing and cross-sectional shape on piled raft system subjected to lateral cyclic loading. Diyala Journal of Engineering Sciences, 13(3), 114–122. [Google Scholar]

[22] British Standard, BS, 1986. Code of Practice for Foundations. British Standard Institution, London, British, C.P. 8004. [Google Scholar]

[23] S. Basack and S. Nimbalkar, 2018. Measured and predicted response of pile groups in soft clay subjected to cyclic lateral loading. International Journal of Geomechanics, 18(7), 04018073. [Google Scholar]

[24] A. J. Al-Taie, 2015. Profiles and Geotechnical Properties for some Basra Soils, Al-Khwarizmi Engineering Journal, 11(2), 74–85. [Google Scholar]

[25] T. A. Al-Baghdadi, C. Davidson, M. J. Brown, J. A. Knappett, A. Brennan, C. Augarde, W. Coombs, L. Wang, D. Richards, and A. Blake. 2018. CPT-based design procedure for installation torque prediction for screw piles installed in sand. Offshore Site Investigation Geotechnics 8th International Conference Proceedings (n.d.), 346–353. [Google Scholar]

[26] A. Mohajerani, D. Bosnjak, D. and D. Bromwich, 2016. Analysis and design methods of screw piles: a review. Soils and Foundations, 56(1), 115–128. [Google Scholar]

[27] B. B. Broms, 1964. Lateral resistance of piles in cohesive soils. Journal of the Soil Mechanics and Foundations Division, b. 90(2), 27–64. [Google Scholar]

[28] H. G. Poulos, 1982. Single pile response to cyclic lateral load. J. Geotech Eng. 10 (3), 355–337 [Google Scholar]

[29] J. R. Peng, B. G. Clarke, and M. Rouainia, 2006. A device to cyclic lateral loaded model piles. Geotechnical Testing Journal, 29,341–347. [Google Scholar]

[30] B.S. Albusoda, A.F. Alsaddi, 2017. Experimental study on performance of laterally loaded plumb and battered piles in layered sand. Journal of Engineering, 23(9), 23–37. [Google Scholar]

[31] S. Chandrasekaran, A. Boominathan, G. Dodagoudar, 2010. Experimental investigations on the behavior of pile groups in clay under lateral cyclic loading. Geotechnical and Geological Engineering, 28(5), 603–617. [Google Scholar]

[32] C.N. Weech, J.A. Howie, 2012. Helical piles in soft sensitive soils-a field study of disturbance effects on pile capacity. In VGS Symposium on Soft Ground Engineering. [Google Scholar]