References
- Adams, J. I., & Klym, T. W. (1972). A study of anchorages for transmission tower foundations. Canadian Geotechnical Journal, 9(1), 89–12. https://doi.org/10.1139/t72-007
- Al Hakeem, N. M. A. H. (2019). Finite element investigation into the performance of embedded plate anchors in Sand [ Doctoral Dissertation]. Texas A&M University).
- Chance, A. B., & Division of Hubbell Power Systems, Inc. (2006). Product selection guide – Resistance piers and helical piles for remedial (underpinning) applications, Bulletin, 01–0601. Hubbell, Inc.
- Ghaly, A. M. (1995). Drivability and pullout resistance of helical units in saturated sands. Soils and Foundations, 35(2), 61–66. https://doi.org/10.3208/sandf1972.35.2_61
- Ghaly, A., & Hanna, A. (1991). Experimental and theoretical studies on installation torque of screw anchors. Canadian Geotechnical Journal, 28(3), 353–364. https://doi.org/10.1139/t91-046
- Ghaly, A., Hanna, A., & Hanna, M. (1991). Installation torque of screw anchors in dry sand. Soils and Foundations, 31(2), 77–92. https://doi.org/10.3208/sandf1972.31.2_77
- Hoyt, R. M., Chance, A., & Clemence, S. P. (1989). Uplift capacity of helical anchors in soil. Proceedings of 12th International Conference on Soil Mechanics and Foundation Engineering, 12, 1019–1022.
- Maming, M. I., Djamaluddin, A. R., Harianto, T., & Muhiddin, A. B. (2022). Model test of the pull-up capacity of folding type ground anchors in cohesive soil. Civil Engineering Journal, 8(9), 1846–1856. https://doi.org/10.28991/CEJ-2022-08-09-07
- Niroumand, H., Kassim, K. A., Ghafooripour, A., Nazir, R., & Chuan, H. S. (2012). Performance of helical anchors in sand. Electronic Journal of Geotechnical Engineering, 17(2683), e702.
- Olia, A. S. R., Oliaei, M., & Heidarzadeh, H. (2021). Performance of ground anchored walls subjected to dynamic and pseudo-static loading. Civil Engineering Journal, 7(6), 974–987. https://doi.org/10.28991/cej-2021-03091703
- Perko, H. A. (2000). Energy method for predicting installation torque of helical foundations and anchors. New Technological and Design Developments in Deep Foundations, 342–352. https://doi.org/10.1061/40511(288)24
- Spagnoli, G., & de Hollanda Cavalcanti Tsuha, C. D. H. C. (2020). Review of torque models for offshore helical piles. In E3S Web of Conferences, EDP Sciences, 205. https://doi.org/10.1051/e3sconf/202020512007
- Spagnoli, G., de Hollanda Cavalcanti Tsuha, C., Oreste, P., & Mauricio Mendez Solarte, C. (2018). Estimation of uplift capacity and installation power of helical piles in sand for offshore structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 144(6), 04018019. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000471
- Tsuha, C. D. H. C., & Aoki, N. (2010). Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal, 47(6), 635–647. https://doi.org/10.1139/T09-128
- Tsuha, C. H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2007). Physical modeling of helical pile anchors. International Journal of Physical Modelling in Geotechnics, 7(4), 1–12. https://doi.org/10.1680/ijpmg.2007.070401
- Young, J. (2012). Uplift capacity and displacement of helical anchors in cohesive soil.