Evaluating the behavior of expandable multi-plate mechanical anchors in granular soils

References

• Andersen, K. H., and K. Schjetne. 2013. Database of Friction Angles of Sand and Consolidation Characteristics of Sand, Silt, and Clay. Journal of Geotechnical and Geoenvironmental Engineering 139 (7): 1140–1155. doi:10.1061/(ASCE)GT.1943-5606.0000839.
   Web of Science ®Google Scholar
• ASTM D3080-04. 2004. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions, ASTM International, West Conshohocken, PA, www.astm.org.
   Google Scholar
• ASTM D4253-16e1. 2016. Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table. ASTM International, West Conshohocken, PA, www.astm.org.
   Google Scholar
• ASTM D4254-16. 2016. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. ASTM International, West Conshohocken, PA, www.astm.org.
   Google Scholar
• Athani, S., P. Kharel, D. Airey, and P. Rognon. 2017. Grain-Size Effect on Uplift Capacity of Plate Anchors in Coarse Granular Soils. Géotechnique Letters 7 (2):167–173. doi:10.1680/jgele.17.00002.
   Web of Science ®Google Scholar
• Baker, W. H., and R. L. Konder. 1966. Pullout Load Capacity of a Circular Earth Anchor Buried in Sand. Highway Research Record (108):1–10
   Google Scholar
• Balla, A. 1961. The Resistance to Breaking-Out of Mushroom Foundations for Pylons. In Proceedings of the Fifth Budapest Conference on Soil Mechanics and Foundation Engineering, Paris, France, 17–22 July, 569–576.
   Google Scholar
• Bera, A., and U. Banerjee. 2013. Uplift Capacity of Model Bell Shaped Anchor Embedded in Sand. International Journal of Geotechnical Engineering 7 (1):84–90. doi:10.1179/1938636212Z.0000000006.
   Google Scholar
• Bolton, M. 1986. The Strength and Dilatancy of Sands. Géotechnique 36 (1):65–78. doi:10.1680/geot.1986.36.1.65.
   Web of Science ®Google Scholar
• Bradshaw, A., J. Giampa, H. Gerkus, S. Jalilvand, J. Fanning, S. Nanda, R. Gilbert, K. Gavin, and V. Sivakumar. 2016. Scaling considerations for 1-g model horizontal plate anchor tests in sand. Geotechnical Testing Journal 39 (6):20160042–20161014. doi:10.1520/GTJ20160042.
   Web of Science ®Google Scholar
• Bychkowski, M. E. 2016. Pullout resistance of soil anchors in cohesionless soil under varying velocities by experimental methods. Master of Science Thesis, The Pennsylvania State University.
   Google Scholar
• Cerfontaine, B., J. A. Knappett, M. J. Brown, and A. S. Bradshaw. 2019. Effect of Soil Deformability on the Failure Mechanism of Shallow Plate or Screw Anchors in Sand. Computers and Geotechnics 109:34–45. doi:10.1016/j.compgeo.2019.01.007.
   Web of Science ®Google Scholar
• Chattopadhyay, B., and P. Pise. 1986. Breakout Resistance of Horizontal Anchors in Sand. Soils and Foundations 26 (4):16–22. doi:10.3208/sandf1972.26.4_16.
   Google Scholar
• Chen, J., K. K. Tho, C. F. Leung, and Y. K. Chow. 2014. Centrifuge Model Study on Vertical Pullout Behavior of Square Plate Anchors in Normally Consolidated Clay. In Offshore Technology Conference-Asia. Offshore Technology Conference, March. doi:10.4043/24918-MS.
   Google Scholar
• Copstead, R. L. 1990. An Earth Anchor System: installation and Design Guide (Vol. 257). Portland: US Department of Agriculture, Forest Service, Pacific Northwest Research Station.
   Google Scholar
• Das, B. M. 2021. Principles of Geotechnical Engineering. Cengage Learning.
   Google Scholar
• Das, B. M., and S. K. Shukla. 2013. Earth Anchors. J. Ross Publishing.
   Google Scholar
• Diaz, B. D., M. Rasulo, C. P. Aubeny, C. M. Fontana, S. R. Arwade, D. J. DeGroot, and M. Landon. 2016. Multiline Anchors for Floating Offshore Wind Towers. In OCEANS 2016 MTS/IEEE Monterey (pp. 1–9). September. IEEE. doi:10.1109/OCEANS.2016.7761374.
   Google Scholar
• Ehlers, C. J., A. G. Young, and J. H. Chen. 2004. Technology Assessment of Deep-Water Anchors. In Proceedings of the Annual Offshore Technology Conference, Houston, TX, Paper OTC 16840.
   Google Scholar
• Emirler, B., M. Tolun, and M. Laman. 2016. Experimental Investigation of the Uplift Capacity of Group Anchor Plates Embedded in Sand. Geomechanics and Engineering 11 (5):691–711. doi:10.12989/gae.2016.11.5.691.
   Web of Science ®Google Scholar
• Gaudin, C., C. O’Loughlin, M. Randolph, M. Cassidy, D. Wang, Y. Tian, J. Hambleton, and R. Merifield. 2014. Advances in Offshore and Onshore Anchoring Solutions. Australian Geomechanics 49 (4):59–72.
   Google Scholar
• Ghaly, A., A. Hanna, and M. Hanna. 1991. Uplift Behavior of Screw Anchors in Sand. I: Dry Sand. Journal of Geotechnical Engineering 117 (5):773–793. doi:10.1061/(ASCE)0733-9410(1991)117:5(773).
   Google Scholar
• Giampa, J. R., A. S. Bradshaw, H. Gerkus, R. B. Gilbert, K. G. Gavin, and V. Sivakumar. 2019. The Effect of Shape on the Pullout Capacity of Shallow Plate Anchors in Sand. Géotechnique 69 (4):355–363. doi:10.1680/jgeot.17.P.269.
   Web of Science ®Google Scholar
• Giampa, J. R., A. S. Bradshaw, and J. A. Schneider. 2017. Influence of Dilation Angle on Drained Shallow Circular Anchor Uplift Capacity. International Journal of Geomechanics 17 (2):04016056. doi:10.1061/(ASCE)GM.1943-5622.0000725.
   Web of Science ®Google Scholar
• Keskin, M. S. 2015. Model Studies of Uplift Capacity Behavior of Square Plate Anchors in Geogrid-Reinforced Sand. Geomechanics and Engineering 8 (4):595–613. doi:10.12989/gae.2015.8.4.595.
   Web of Science ®Google Scholar
• Kumar, J., and K. Kouzer. 2008. Vertical Uplift Capacity of a Group of Shallow Horizontal Anchors in Sand. Géotechnique 58 (10):821–823. doi:10.1680/geot.2008.58.10.821.
   Web of Science ®Google Scholar
• Liang, F., H. Zheng, and H. Zhang. 2020. On the Pile Tension Capacity of Scoured Tripod Foundation Supporting Offshore Wind Turbines. Applied Ocean Research 102:102323. doi:10.1016/j.apor.2020.102323.
   Web of Science ®Google Scholar
• Liu, J., M. Liu, and Z. Zhu. 2012. Sand Deformation Around an Uplift Plate Anchor. Journal of Geotechnical and Geoenvironmental Engineering 138 (6):728–737. doi:10.1061/(ASCE)GT.1943-5606.0000633.
   Web of Science ®Google Scholar
• 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, ON [CD ROM], 2–6 October.
   Google Scholar
• Mariupol’skii, L. G. 1965. The Bearing Capacity of Anchor Foundations. Soil Mechanics and Foundation Engineering 2 (1):26–32.
   Google Scholar
• Merifield, R. S., and S. W. Sloan. 2006. The Ultimate Pullout Capacity of Anchors in Frictional Soils. Canadian Geotechnical Journal 43 (8):852–868. doi:10.1139/t06-052.
   Web of Science ®Google Scholar
• Meyerhof, G., and J. Adams. 1968. The Ultimate Uplift Capacity of Foundations. Canadian Geotechnical Journal 5 (4):225–244. doi:10.1139/t68-024.
   Google Scholar
• Misir, G. 2018. Predicting the Uplift Capacity of Vertically Located Two-Plate Anchors. Acta Geotechnica Slovenica 15 (2):47–57. doi:10.18690/actageotechslov.15.2.47-57.2018.
   Web of Science ®Google Scholar
• Mittal, S., and S. Mukherjee. 2013. Vertical Uplift Capacity of a Group of Helical Screw Anchors in Sand. Indian Geotechnical Journal 43 (3):238–250. doi:10.1007/s40098-013-0055-5.
   Google Scholar
• Moghadam, M. J., N. Dastaran, and A. Zad. 2021. Introducing Expandable Mechanical Plate Anchors for Onshore and Offshore Anchoring. Marine Georesources & Geotechnology. doi:10.1080/1064119X.2021.1894274.
   Google Scholar
• O’Loughlin, C., A. Blake, M. Richardson, M. Randolph, and C. Gaudin. 2014. Installation and Capacity of Dynamically Embedded Plate Anchors as Assessed through Centrifuge Tests. Ocean Engineering 88:204–213. doi:10.1016/j.oceaneng.2014.06.020.
   Web of Science ®Google Scholar
• O’Loughlin, C., D. White, and S. Stanier. 2015. Novel Anchoring Solutions for FLNG-Opportunities Driven by Scale. In Offshore Technology Conference, Houston, 4–7 May. doi:10.4043/26032-MS.
   Google Scholar
• Randolph, M., and S. Gourvenec. 2017. Offshore Geotechnical Engineering. CRC Press.
   Google Scholar
• Roy, A., and P. Bhattacharya. 2018. Diameter Effect on Uplift Capacity of Horizontal Circular Anchor Embedded in Sand. International Journal of Geotechnical Engineering 14 (7):779–714. doi:10.1080/19386362.2018.1534345.
   Web of Science ®Google Scholar
• Sabermahani, M., and M. Shojaee Nasirabadi. 2020. Vertical Uplift Resistance of an Innovative Plate Anchor Embedded in Sand. Marine Georesources & Geotechnology 1–17.
   Web of Science ®Google Scholar
• Saeedy, H. S. 1987. Stability of Circular Vertical Earth Anchors. Canadian Geotechnical Journal 24 (3):452–456. doi:10.1139/t87-056.
   Web of Science ®Google Scholar
• Shelton, J. T. 2007. OMNI-Maxtrade Anchor Development and Technology. In Oceans 2007, Vancouver, BC, Canada, 29 Sept.–4 Oct. 2007 (pp. 1–10). IEEE. doi:10.1109/OCEANS.2007.4449415.
   Google Scholar
• Spagnoli, G., C. de Hollanda Cavalcanti Tsuha, P. Oreste, and C. Mauricio Mendez Solarte. 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. doi:10.1061/(ASCE)WW.1943-5460.0000471.
   Web of Science ®Google Scholar
• Tilak, B. V., and N. K. Samadhiya. 2021. Pullout Capacity of Multi-Plate Horizontal Anchors in Sand: An Experimental Study. Acta Geotechnica :1–25.
   Web of Science ®Google Scholar
• Tsuha, C. d H. C., N. Aoki, G. Rault, L. Thorel, and J. Garnier. 2012. Evaluation of the Efficiencies of Helical Anchor Plates in Sand by Centrifuge Model Tests. Canadian Geotechnical Journal 49 (9):1102–1114. doi:10.1139/t2012-064.
   Web of Science ®Google Scholar
• Veesaert, C. J., and S. P. Clemence. 1977. Dynamic Pullout Resistance of Anchors. In Proceedings of the International Symposium on Soil-Structure Interaction, Rourkee, India (Vol. 1, 389–397.
   Google Scholar
• Vesic, A. S. 1965. Cratering by Explosives an Earth Pressure Problem. Durham, United States: Duke University, College of Engineering.
   Google Scholar
• Vicent, Senyondo, Sung-Ryul Kim, and Le Chi Hung. 2020. Evaluation of Horizontal and Vertical Bearing Capacities of Offshore Bucket Work Platforms in Sand. Applied Ocean Research 101:102198. doi:10.1016/j.apor.2020.102198.
   Web of Science ®Google Scholar
• Yang, M., C. P. Aubeny, and J. D. Murff. 2012. Behavior of Suction Embedded Plate Anchors during Keying Process. Journal of Geotechnical and Geoenvironmental Engineering 138 (2):174–183. doi:10.1061/(ASCE)GT.1943-5606.0000582.
   Web of Science ®Google Scholar