Influence of edge distance on experimental p-y curves for piles near slope

References

• Abdelhalim, R.A., et al. 2020. Experimental and numerical studies of laterally loaded piles located near oil-contaminated sand slope. Engineering Science & Technology, an International Journal, 23 (4), 744–757. doi:10.1016/j.jestch.2020.03.001.
   Google Scholar
• Brown, D.A. and Shie, C.F., 1991. Some numerical experiments with a three-dimensional finite element model of a laterally loaded pile. Computers and Geotechnics, 12 (2), 149–162. doi: 10.1016/0266-352X(91)90004-Y.
   Google Scholar
• Chae, K.S., Ugai, K., and Wakai, A., 2004. Lateral resistance of short single piles and pile groups located near slopes. International Journal of Geomechanics ASCE, 4 (2), 93–103. doi: 10.1061/(ASCE)1532-3641(2004)4:2(93).
   Google Scholar
• Fattah, M.Y., Karim, H.H., and Al-Recaby, M.K.M. 2021a. Vertical and horizontal displacement of model piles in dry soil with horizontal excitation. Proceedings of the Institution of Civil Engineers – Structures and Buildings, 174 (4), 239–258. doi: 10.1680/jstbu.18.00207.
   Web of Science ®Google Scholar
• Fattah, M.Y., Al-Haddad, S.A., and Hameedi, M., (2020), Load carrying capacity of rectangular foundation on geogrid reinforced sloped sandy soil. IOP Conference Series Materials Science and Engineering. 737:012094, 2019, doi: 10.1088/1757-899X/737/1/012094.
   Google Scholar
• Fattah, M.Y., Karim, H.H., and Al-Recaby, M.K.M., 2021b. Investigation of the end bearing in pile group model in dry soil under horizontal excitation. Acta Geotechnica Slovenica, 18 (1), 79–106. doi: 10.18690/actageotechslov.18.1.79-106.2021.
   Web of Science ®Google Scholar
• Georgiadis, K. and Georgiadis, M., 2010. Undrained lateral pile response in sloping ground. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136 (11), 1489–1500. doi: 10.1061/(ASCE)GT.1943-5606.0000373.
   Web of Science ®Google Scholar
• Huo, S., et al., 2020. Application of inclined steel-pipe piles in ocean engineering. Journal of Coastal Research, 103 (sp1), 284–287. doi: 10.2112/SI103-060.1.
   Google Scholar
• Jawad, F.W. and Fattah, M.Y., 2019. Finite element analysis of the bearing capacity of footings nearby slopes. International Review of Civil Engineering (IRECE), 10 (1), 1–7. doi: 10.15866/irece.v10i1.16365.
   Google Scholar
• Khati, B.S. and Sawant, V.A., 2020a. Variation in lateral load capacity of pile embedded near slope with ground inclination and edge distance. International Journal of Geotechnical Engineering, 14 (7), 740–751. doi: 10.1080/19386362.2018.1541149.
   Web of Science ®Google Scholar
• Khati, B.S. and Sawant, V.A., 2020b. Comparison of lateral response of pile group in series and parallel arrangement near sloping ground. International Journal of Geotechnical Engineering, 14 (6), 686–695. doi: 10.1080/19386362.2019.1617478.
   Web of Science ®Google Scholar
• Khati, B.S. and Sawant, V.A., 2021. Experimental study of laterally loaded pile group in square arrangement near sloping ground. International Journal of Geomechanics ASCE, 21 (2), 04020257. doi: 10.1061/(ASCE)GM.1943-5622.0001911.
   Web of Science ®Google Scholar
• Matlock, H. and Reese, L.C., 1960. Generalized solutions for laterally loaded piles. Geotechnical Special Publication, ASCE, 127 (118), 1220–1248. doi: 10.1061/TACEAT.0008439.
   Google Scholar
• Mezazigh, S. and Levacher, D., 1998. Laterally loaded piles in sand: slope effect on p-y reaction curves. Canadian Geotechnical Journal, 35 (3), 433–441. doi: 10.1139/t98-016.
   Web of Science ®Google Scholar
• Muthukkumaran, K., Sundaravadivelu, R., and Gandhi, S.R., 2008. Effect of slope on p-y curves due to surcharge load. Soils and Foundations: Japanese Geotechnical Society, 48 (3), 353–361. doi: 10.3208/sandf.48.353.
   Web of Science ®Google Scholar
• Muthukumaran, K., 2014. Effect of slope and loading direction on laterally loaded piles in cohesionless soil. International Journal of Geomechanics ASCE, 14 (1), 1–7. doi: 10.1061/(ASCE)GM.1943-5622.0000293.
   Web of Science ®Google Scholar
• Muthukumaran, K. and Begum, N.A., 2015. Experimental investigation of single model pile subjected to lateral load in sloping ground. Geotechnical and Geological Engineering, 33 (4), 935–946. doi: 10.1007/s10706-015-9875-7.
   Google Scholar
• Narasimha, S.R., Ramakrishna, V.G.S.T., and Babu, M.R., 1998. Influence of rigidity on laterally loaded pile groups in marine clay. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124 (6), 542–549. doi: 10.1061/(ASCE)1090-0241(1998)124:6(542).
   Web of Science ®Google Scholar
• Nunez L. I., Philips, R., Randolph, M.F., Wesselink, B.D. et al. 1988. “Modelling laterally loaded piles in calcareous sand.” Proc. Int. Conf.Centrifuge, Paris, Vol 1: 353–362.
   Google Scholar
• Poulos, H.G. and Davis, E.H., 1980. Pile foundation analysis and design. New York, NY: John Wiley & Sons.
   Google Scholar
• Raja, N. and Muthukkumaran, K. 2021. Effect of rock-socketing on laterally loaded piles installed in the proximity of sloping ground. International Journal of Geomechanics ASCE, 21 (2), 04020252. doi: 10.1061/(ASCE)GM.1943-5622.0001895.
   Web of Science ®Google Scholar
• Sawant, V.A. and Shukla, S.K., 2012. Finite element analysis for laterally loaded piles in sloping ground. Coupled Systems Mechanics, 1 (1), 59–78. doi: 10.12989/csm.2012.1.1.059.
   Google Scholar
• Sawant, V.A. and Shukla, S.K., 2014. Effect of edge distance from the slope crest on the response of a laterally loaded pile in sloping ground. Geotechnical and Geological Engineering, 32 (1), 197–204. doi: 10.1007/s10706-013-9694-7.
   Google Scholar
• Sun, Y., et al., 2020. Nonlinear lateral response of offshore large-diameter monopile in sand. Ocean Engineering Article Id 108013, 216, 108013. doi: 10.1016/j.oceaneng.2020.108013.
   Web of Science ®Google Scholar
• Yehia, A., et al., 2021. Determination of depth-of-fixity point for laterally loaded vertical offshore piles: A new approach. Ocean Engineering Article Id 109113, 232, 109113. doi: 10.1016/j.oceaneng.2021.109113.
   Web of Science ®Google Scholar