References
- American Society for Testing and Materials. 2015. Standard test method for density and unit weight of soil in place by sand-cone method. ASTM D1556-15. West Conshohocken, PA: American Society for Testing and Materials.
- American Society for Testing and Materials. 2017. Standart Practice for Soils for Engineering Purposes (United Soil Classification System). ASTM D2487-17. West Conshohocken, PA: American Society for Testing and Materials.
- Bildik, S., & Laman, M. (2011). Experimental investigations on uplift behaviour of plate anchors in cohesionless soil. Journal of The Faculty of Engineering and Architecture of Gazi University, 26(2), 486–496.
- Choudhary, A. K., & Dash, S. K. (2013). Uplift behaviour of horizontal plate anchors embedded in geocell-reinforced sand. In e-Proceedings of Indian Geotechnical Conference, Roorkee.
- Choudhary, A. K., Pandit, B., & Babu, G. L. S. (2018). Three-dimensional analysis of uplift behaviour of square horizontal plate in frictional soil. International Journal of Geosynthetics and Ground Engineering, 4(2), 1–14. doi:https://doi.org/10.1007/s40891-018-0130-1
- Choudhary, A. K., Pandit, B., & Babu, G. L. S. (2019a). Experimental and numerical study on square anchor plate groups in geogrid reinforced sand. Geosynthetics International, 26(6), 657–671. doi:https://doi.org/10.1680/jgein.19.00051.
- Choudhary, A. K., Pandit, B., & Babu, G. L. S. (2019b). Uplift capacity of horizontal anchor plate in geocell reinforced sand. Geotextiles and Geomembranes, 47(2), 203–216. doi:https://doi.org/10.1016/j.geotexmem.2018.12.009
- Consoli, N. C., Thomé, A., Girardello, V., & Ruver, C. A. (2012). Uplift behavior of plates embedded in fiber-reinforced cement stabilized backfill. Geotextiles and Geomembranes, 35, 107–111. doi:https://doi.org/10.1016/j.geotexmem.2012.09.002
- Dash, S. K., Krishnaswamy, N. R., & Rajagopal, K. (2001). Bearing capacity of strip footing supported on geocell reinforced sand. Geotextiles and Geomembranes, 19(4), 235–256. doi:https://doi.org/10.1016/S0266-1144(01)00006-1
- Dash, S. K., & Bora, M. C. (2013). Improved performance of soft clay foundations using stone columns and geocell-sand mattress. Geotextiles and Geomembranes, 41, 26–35. doi:https://doi.org/10.1016/j.geotexmem.2013.09.001
- Dash, S. K., Rajagopal, K., & Krishnaswamy, N. R. (2007). Behaviour of geocell-reinforced sand beds under strip loading. Canadian Geotechnical Journal, 44(7), 905–916. doi:https://doi.org/10.1139/t07-035
- Dash, S. K., Sireesh, S., & Sitharam, T. G. (2003). Model studies on circular footing supported on geocell reinforced sand underlain by soft clay. Geotextiles and Geomembranes, 21(4), 197–219. doi:https://doi.org/10.1016/S0266-1144(03)00017-7
- Deshmukh, V. B., Dewaikar, D. M., & Choudhury, D. (2010). Analysis of rectangular and square anchors in cohesionless soil. International Journal of Geotechnical Engineering, 4(1), 79–87. doi:https://doi.org/10.3328/IJGE.2010.04.01.79-87
- El Sawwaf, M. A. (2007). Uplift behaviour of horizontal plates buried in geosynthetic reinforced slopes. Geotechnical Testing Journal, 30(5), 418–426. doi:https://doi.org/10.1520/GTJ100927
- Emirler, B., Tolun, M., & Laman, M. (2016). Investigation of the uplift capacity of group anchor plates in geogrid-reinforced sand. Çukurova University Journal of the Faculty of Engineering and Architecture, 31(2), 257–267.
- Frydman, S., & Shaham, I. (1989). Pullout capacity of slab anchors in sand. Canadian Geotechnical Journal, 26(3), 385–400. doi:https://doi.org/10.1139/t89-053
- Ghosh, A., & Bera, A. K. (2010). Effect of geotextile ties on uplift capacity of anchors embedded in sand. Geotechnical and Geological Engineering, 28(5), 567–577. doi:https://doi.org/10.1007/s10706-010-9313-9
- Gurbuz, A., & Mertol, H. C. (2012). Interaction between assembled 3D honeycomb cells produced from high density polyethylene and a cohesionless soil. Journal of Reinforced Plastics and Composites, 31(12), 828–836. doi:https://doi.org/10.1177/0731684412447529
- Honda, Y., Hirai, Y., & Sato, E. (2011). Uplift capacity of belled and multi-belled piles in dense sand. Soils and Foundatıons, 51(3), 483–496. doi:https://doi.org/10.3208/sandf.51.483
- Iai, S. (1989). Simulate for shaking table tests on soil-structure-fluid model in 1g gravitational field. Soıls and Foundatıons, 29(1), 105–118. doi:https://doi.org/10.3208/sandf1972.29.105
- Ilamparuthi, K., & Dickin, E. A. (2001). The influence of soil reinforcement on the uplift behaviour of belled piles embedded in sand. Geotextiles and Geomembranes, 19(1), 1–22. doi:https://doi.org/10.1016/S0266-1144(00)00010-8
- Ilamparuthi, K., Dickin, E. A., & Muthukrisnaiah, K. (2002). Experimental investigation of the uplift capacity of circular plate anchors in sand. Canadian Geotechnical Journal, 39(3), 648–666. doi:https://doi.org/10.1139/t02-005
- Isik, A., & Gurbuz, A. (2020). Pullout behavior of geocell reinforcement in cohesionless. Geotextiles and Geomembranes, 48(1), 71–81. doi:https://doi.org/10.1016/j.geotexmem.2019.103506
- Kargar, M., & Mir Mohammad Hosseini, S. M. (2017). Effect of reinforcement geometry on the performance of a reduced-scale strip footing model supported on geocell reinforced sand. Scientia Iranica, 24(1), 96–109. doi:https://doi.org/10.24200/sci.2017.2380
- 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:https://doi.org/10.12989/gae.2015.8.4.595
- Kondner, R. L. (1963). Hyperbolic stress-strain response: Cohesive soils. Journal of Soil Mechanics and Foundation Engineering Division, 89(1), 115–143.
- Kötter, F. (1903). Die Bestimmung des Drucks an gekrümmten Gleitflächen,eine Aufgabe aus der Lehre vom Erddruck. Proceedings of Sitzungsberichte der Akademie der Wissenschaften, Berlin, 229–233.
- Krishnaswamy, N. R., & Parashar, S. P. (1994). Uplift behaviour pf plate anchors with geosynthetics. Geotextiles and Geomembranes, 13(2), 67–89. doi:https://doi.org/10.1016/0266-1144(94)90040-X
- Latha, G. M., & Murthy, V. S. (2007). Effect of reinforcement form on the behaviour of geosynthetic reinforced sand. Geotextiles and Geomembranes, 25(1), 23–32. doi:https://doi.org/10.1016/j.geotexmem.2006.09.002
- Liu, J., Liu, M., & Zhu, Z. (2012). Sand deformation around an uplift plate anchor. Journal of Geotechnical and Geoenvironmental Engineering, 138(6), 728–737. doi:https://doi.org/10.1061/(ASCE)GT.1943-5606.0000633
- Makarchian, M., Badakhshan, E., & Gheitasi, M. (2012). Experimental and numerical study of uplift behavior of anchors embedded in reinforced sand. In Proceedings of 5th Asian Regional Conference on Geosynthetics, Bangkok, Thailand, 675–681.
- Merifield, R. S., & Sloan, S. W. (2006). The ultimate pullout capacity of anchors in frictional soils. Canadian Geotechnical Journal, 43(8), 852–868. doi:https://doi.org/10.1139/t06-052
- Meyerhof, G. G., & Adams, J. I. (1968). The ultimate uplift capacity of foundations. Canadian Geotechnical Journal, 5(4), 225–244. doi:https://doi.org/10.1139/t68-024
- Moghaddas Tafreshi, S. N., & Dawson, A. R. (2010). Comparision of bearing capacity of a strip footing on sand with geocell with planar form of geotextile reinforcement. Geotextiles and Geomembranes, 28(1), 72–84. doi:https://doi.org/10.1016/j.geotexmem.2009.09.003
- Moghaddas Tafreshi, S. N., Khalaj, O., & Dawson, A. R. (2013). Pilot-scale load tests of a combined multilayered geocell and rubber-reinforced foundation. Geosynthetics International, 20(3), 143–161. doi:https://doi.org/10.1680/gein.13.00008
- Moghaddas Tafreshi, S. N., Javadi, S., & Dawson, A. R. (2014). Influence of geocell reinforcement on uplift response of belled piles. Acta Geotechnica, 9(3), 513–528. doi:https://doi.org/10.1007/s11440-013-0300-1
- Mokhbi, H., Mellas, M., Mabrouki, A., & Pereira, J. M. (2018). Three-dimensional numerical and analytical study of horizontal group of square anchor plates in sand. Acta Geotechnica, 13(1), 159–174. doi:https://doi.org/10.1007/s11440-017-0557-x
- Murray, E. J., & Geddes, J. D. (1987). Uplift of anchor plates in sand. Journal of Geotechnical Engineering, 113(3), 202–215. doi:https://doi.org/10.1061/(ASCE)0733-9410(1987)113:3(202)
- Neto, J. O. A., Bueno, B. S., & Futai, M. M. (2013). A bearing capacity calculation method for soil reinforced with a geocell. Geosynthetics International, 20(3), 129–141. doi:https://doi.org/10.1680/gein.13.00007
- Niroumand, H., & Kassim, K. A. (2014). Uplift response of circular plates as symmetrical anchor plates in loose sand. Geomechanics and Engineering, 6(4), 321–340. doi:https://doi.org/10.12989/gae.2014.6.4.321
- Oliaei, M., & Kouzegaran, S. (2017). Efficiency of cellular geosynthetics for foundation reinforcement. Geotextiles and Geomembranes, 45(2), 11–22. doi:https://doi.org/10.1016/j.geotexmem.2016.11.001
- Pokharel, S. K., Han, J., Leshchinsky, D., Parsons, R. L., & Halahmi, I. (2010). Investigation of factors influencing behavior of single geocell reinforced bases under static loading. Geotextiles and Geomembranes, 28(6), 570–578. doi:https://doi.org/10.1016/j.geotexmem.2010.06.002
- Presto. (2008). Geoweb load support system. Technical overview. Appleton, WI: Presto Products Company.
- Rahimi, M., Moghaddas Tafreshi, S. N., Leshchinsky, B., & Dawson, A. R. (2018). Experimental and numerical investigation of the uplift capacity of plate anchors in geocell-reinforced sand. Geotextiles and Geomembranes, 46(6), 801–816. doi:https://doi.org/10.1016/j.geotexmem.2018.07.010
- Ramesh Babu, R. (1998). Uplift capacity and behaviour of shallow horizontal anchors in soil (Ph.D. thesis). Department of Civil Engineering, Indiana Institure of Science, Bangalore.
- Saeedy, H. S. (1987). Stability of circular vertical earth anchors. Canadian Geotechnical Journal, 24(3), 452–456. doi:https://doi.org/10.1139/t87-056
- Sitharam, T. G., & Hegde, A. (2013). Design and construction of geocell foundation to support the embankment on settled red mud. Geotextiles and Geomembranes, 41, 55–63. doi:https://doi.org/10.1016/j.geotexmem.2013.08.005
- Subbarao, C., Mukhopadhyay, S., & Sinha, J. (1988). Geotextile ties to improve uplift resistance of anchors. In Proceedings of 1st Indian Geotextile Conference, Bombay, India, 3–8.
- Vesic, A. S. (1971). Breakout resistance of objects embedded in ocean bottom. Journal of Soil Mechanics and Foundation Engineering Division, 97(9), 1183–1205.
- Yunkul, K., & Gurbuz, A. (2018). Use of geocells and working mechanism. In Proceedings of 1st International Symposium on Innovative Approaches in Scientific Studies, Antalya, Turkey, 2, 354–360.
- Zhang, L., Zhao, M., Shi, C., & Zhao, H. (2010). Bearing capacity of geocell reinforcement in embankment engineering. Geotextiles and Geomembranes, 28(5), 475–482. doi:https://doi.org/10.1016/j.geotexmem.2009.12.011
- Zhou, H. B., & Wen, X. J. (2008). Model studies on geogrid- or geocell-reinforced sand mattress on soft soil. Geotextiles and Geomembranes, 26(3), 231–238. doi:https://doi.org/10.1016/j.geotexmem.2007.10.002