Vertical uplift resistance of an innovative plate anchor embedded in sand

References

• Badakhshan, E., A. Noorzad, and S. Zameni. 2018. An Updating Void Ratio Model for Large Deformation Simulation of Geogrid-Granular Strip Anchors Plates. Computers and Geotechnics 94: 134–149. doi:10.1016/j.compgeo.2017.09.003.
   Web of Science ®Google Scholar
• Baker, W. H., and R. L. Konder. 1966. Pullout Load Capacity of a Circular Earth Anchor Buried in Sand. In Highway Research Record 108.
   Google Scholar
• Balla, A. 1961. The Resistance to Breaking-out of Mushroom Foundations for Pylons. Paper Presented at the Proc. 5th Int. Conf. on SMFE.
   Google Scholar
• Chattopadhyay, B. C., and P. J. 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
• Choudhary, A., B. Pandit, and G. Sivakumar Babu. 2019. Experimental and Numerical Study on Square Anchor Plate Groups in Geogrid Reinforced Sand. Geosynthetics International 26 (6): 657–671. doi:10.1680/jgein.19.00051.
   Web of Science ®Google Scholar
• Das, B. M., and S. K. Shukla. 2013. Earth Anchors. Fort Lauderdale, FL: J. Ross Publishing.
   Google Scholar
• Dickin, E. A. 1988. Uplift Behavior of Horizontal Anchor Plates in Sand. Journal of Geotechnical Engineering 114 (11): 1300–1317. doi:10.1061/(ASCE)0733-9410(1988)114:11(1300).
   Google Scholar
• Dickin, E. A. 1994. Uplift Resistance of Buried Pipelines in Sand. Soils and Foundations 34 (2): 41–48. doi:10.3208/sandf1972.34.2_41.
   Google Scholar
• Dickin, E. A., and M. Laman. 2007. Uplift Response of Strip Anchors in Cohesionless Soil. Advances in Engineering Software 38 (8-9): 618–625. doi:10.1016/j.advengsoft.2006.08.041.
   Web of Science ®Google Scholar
• Downs, D. I., and R. Chieurzzi. 1966. Transmission Tower Foundations (1965 Power Division Specialty Conference, in Denver Colorado). Journal of the Power Division 92 (2): 91–114.
   Google Scholar
• Duan, X.-F., Y.-Z. Wang, and X.-M. Yuan. 2019. State-of-the-Art Review of Particle Image Velocimetry (PIV) in Geotechnical Engineering. DEStech Transactions on Computer Science and Engineering (AMMMS). doi:10.12783/dtcse/ammms2018/27324.
   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
• Frydman, S., and I. Shaham. 1989. Pullout Capacity of Slab Anchors in Sand. Canadian Geotechnical Journal 26 (3): 385–400. doi:10.1139/t89-053.
   Web of Science ®Google Scholar
• Ganesh, R., and J. P. Sahoo. 2016. Uplift Capacity of Horizontal Strip Plate Anchors Adjacent to Slopes considering Seismic Loadings. Soils and Foundations 56 (6): 998–1007. doi:10.1016/j.sandf.2016.11.005.
   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
• Ireland, H. O. 1963. Discussion on Uplift Resistance of Transmission Tower Footings by EA Turner. Journal of the Power Division, ASCE 89 (1): 115–118.
   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 M. K. Bhoi. 2009. Vertical Uplift Capacity of Equally Spaced Multiple Strip Anchors in Sand. Geotechnical and Geological Engineering 27 (3): 461–472. doi:10.1007/s10706-008-9247-7.
   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
• MacDonald, H. F. 1963. Uplift Resistance of Caisson Piles in Sand. Halifax Regional Municipality: Nova Scotia Technical College.
   Google Scholar
• Majer, J. 1955. Zur Berechnung Von Zugfundamenten. Osterreichister Bauzeitschift 10 (5): 85–90. in German).
   Google Scholar
• Mariupol’skii, L. G. 1965. The Bearing Capacity of Anchor Foundations. Soil Mechanics and Foundation Engineering 2 (1): 26–32.
   Google Scholar
• MATsuo, Minoru. 1968. Study on the Uplift Resistance of Footing (II). Soils and Foundations 8 (1): 18–48. doi:10.3208/sandf1960.8.18.
   Google Scholar
• Meyerhof, G. G., and J. I. Adams. 1968. The Ultimate Uplift Capacity of Foundations. Canadian Geotechnical Journal 5 (4): 225–244. doi:10.1139/t68-024.
   Google Scholar
• Mors, H. 1959. Das Verhalten Von Mastgruendungen Bei Zugbeanspru-Chung. Bautechnik 36 (10): 367–378. (in German).
   Google Scholar
• Murray, E. J., and J. D. Geddes. 1989. Resistance of Passive Inclined Anchors in Cohesionless Medium. Géotechnique 39 (3): 417–431. doi:10.1680/geot.1989.39.3.417.
   Web of Science ®Google Scholar
• Ouria, A., and A. Mahmoudi. 2018. Laboratory and Numerical Modeling of Strip Footing on Geotextile-Reinforced Sand with Cement-Treated Interface. Geotextiles and Geomembranes 46 (1): 29–39. doi:10.1016/j.geotexmem.2017.09.003.
   Web of Science ®Google Scholar
• Rahimi, M., S. N. Moghaddas Tafreshi, B. Leshchinsky, and A. R. Dawson. 2018. Experimental and Numerical Investigation of the Uplift Capacity of Plate Anchors in Geocell-Reinforced Sand. Geotextiles and Geomembranes 46 (6): 801–816. doi:10.1016/j.geotexmem.2018.07.010.
   Web of Science ®Google Scholar
• Rhadilkar, B. S., A. K. Paradkar, and Y. S. Golait. 1971. Study of Rupture Surface and Ultimate Resistance of Anchor Foundations. Paper Presented at the Fourth Asian Regional Conf Proc.
   Google Scholar
• Rowe, R. K., and E. H. Davis. 1982. Behaviour of Anchor Plates in Sand. Géotechnique 32 (1): 25–41. doi:10.1680/geot.1982.32.1.25.
   Web of Science ®Google Scholar
• Sabatini, P. J., D. G. Pass, and RobertC. Bachus. 1999. Ground Anchors and Anchored Systems. In: United States. Federal Highway Administration. Office of Bridge Technology.
   Google Scholar
• Sakai, T., and T. Tanaka. 1998. Scale Effect of a Shallow Circular Anchor in Dense Sand. Soils and Foundations 38 (2): 93–99. doi:10.3208/sandf.38.2_93.
   Google Scholar
• Sergeev, I. T., and F. M. Savchenko. 1972. Experimental Investigations of Soil Pressure on the Surface of an Anchor Plate. Soil Mechanics and Foundation Engineering 9 (5): 298–300. doi:10.1007/BF01707045.
   Google Scholar
• Veesaert, C. J., and S. P. Clemence. 1977. Dynamic Pullout Resistance of Anchors. Paper presented at the Proc. The International Symposium on Soil-Structure Interaction, Rourkee, India.
   Google Scholar
• Vesic, Aleksandar S. 1965. Ultimate Loads and Settlements of Deep Foundations in Sand. Bear. Cap. and Sett. Found, 53–68. Durham, N.C.: Duke University.
   Google Scholar
• White, D. J., C. Y. Cheuk, and M. D. Bolton. 2008. “The Uplift Resistance of Pipes and Plate Anchors Buried in Sand.” Geotechnique 58 (10): 771–779. doi:10.1680/geot.2008.3692.
   Web of Science ®Google Scholar