PSI - Issue 70

Ashutosh Kumar et al. / Procedia Structural Integrity 70 (2025) 175–182

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Acknowledgements The authors are grateful to the anonymous reviewers for their constructive comments and suggestions, which significantly improved the quality of this manuscript. References Balla, A.: The resistance to breaking out of mushroom foundations for pylons. In: Proceedings of the 5th international conference on soil mechanics and foundation engineering, Paris, pp 569 – 576, 1961. Bouazza, A., and T. W. Finlay. 1990. Uplift capacity of plate anchors buried in a two-layered sand. Geotechnique, 40.2: 293-297. Bildik S., Laman M.: Uplift behavior of plate anchors in cohesionless soil. In: Pan-Am CGS Geotechnical Conference, 2011. Bhattacharya, P., and Kumar, J. 2016. Uplift capacity of anchors in layered sand using fnite element limit analysis: formulation and results. Int J Geomech ASCE 16(3):04015078. https://doi. org/10.1061/(ASCE)GM.1943-5622.0000560. Choudhary AK, Dash SK.: Uplift behaviour of horizontal plate anchor embedded in geocell-reinforced sand. In: e-Proceedings of Indian Geotechnical Conference, 2013, Roorkee. Choudhary AK, Pandit B, Babu GLS, 2019. Uplift capacity of horizontal anchor plate in geocell reinforced sand. Geotextiles and Geomembranes, 47: 203 – 216 Stewart, William. 1985. Uplift capacity of circular plate anchors in layered soil. Canadian Geotechnical Journal, 22.4: 589-592. Das, BM., Shukla, SK.: Earth anchors. J. Ross Publishing, Newcastle, 2013. Ilamparuthi K. & Muthukrishnaiah K. 1999. Anchors in sand bed: de-lineation of rupture surface. Ocean Engineering, 26 (12), 1249 – 1273. Ilamparuthi, K., Dickin, E. A., & Muthukrisnaiah, K. 2002. Experi-mental investigation of the uplift behaviour of circular plate anchors embedded in sand. Canadian Geotechnical Journal, 39(3), 648-664. Ilamparuthi, k., Shreni, V.: Response of anchor in two-phase material under uplift. IGC (2009), Guntur, India Kumar, J. 2003. Uplift resistance of strip and circular anchors in a two layered sand. Soils Found 43(1):101 – 107. Kumar A, Choudhary AK, Babu GLS, 2023. Behavior of two plate groups in reinforced soil under uplift load. International Journal of Civil Engineering. 21, 1463 – 1475. Lee, J. K., & Park, S. H. 2021. Undrained vertical pullout capacity of strip plate anchors in two-layered clay. Arabian Journal of Geosciences, 14(18), 1841. Merifield, RS., Sloan, SW.: The ultimate pullout capacity of anchors in frictional soil. Can Geotech J 43(8):852 – 868, 2006. Merifield, R.S., Lyamin, A.V., Sloan, S.W.: Three-dimensional Lower Bound Solutions for the Stability of Plate Anchors in Sand. Geotechnique, Vol. 56, No. 2: 123 – 132, 2006. Plaxis, 2019. Plaxis 3D Reference manual. technology. https://doi.org/10.1093/cid/ ciq238 Rokonuzzaman M, Sakai T.: Model tests and 3D finite element simulations of uplift resistance of shallow rectangular anchor foundations. Int J Geomech 12(2):105 – 112, 2012. Rowe, R.K., Davis, E.H.: The Behaviour of Anchor Plates in Sand. Geotechnique, Vol. 32, No. 1: 25 – 41, 1982. Tagaya, K., Tanaka, A., Aboshi, H.: Application of Finite Element Method to Pullout Resistance of Buried Anchor. Soils and Foundations, Vol. 23, No. 3, 91 – 104, 1983. Sakai, T., and Tanaka, T. 2007. Experimental and numerical studies of uplift behavior of shallow circular anchor in two layered sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 133 (4), 469e477. Sahoo, J. P., & Ganesh, R. 2018. Vertical uplift resistance of rectangular plate anchors in two layered sand. Ocean Engineering, 150, 167-175.