Numerical Investigations on Group Piles’ Lateral Bearing Capacity Considering Interaction of Soil and Structure
References:
[1] Matlock, H., & Reese, L.C. (1960) “Generalized solutions for laterally loaded piles”. J. Soil Mech. Found. Div., 86: pp. 63–91.
[2] Reese, L.C., Cox, W.R., Koop, F.D., (1974) “Analysis of laterally loaded piles in sand”. Proceedings of 6th Annual Offshore Technology Conference, Houston, TX, pp. 473-483.
[3] O’neill, M., Murchison, J., (1983) ”An evaluation of p-y relationship in sands”, report GTDF02-83, Department of Civil Eng., University of Huston, May 1983.
[4] Lesny, K., Paikowsky, S.G., Gurbuz, A., (2007) ”Scale effects in lateral load response of large diameter monopiles”, Geo-Denver 2007: New peaks in geotechnics. Colorado: ASCE; 40.
[5] Reese, L.C., Cox W.R., Koop, F.D., (1975) “Field testing and analysis of laterally loaded piles in stiff clay”. In: Proceedings of 7th offshore technology conference, Richardson, TX, No. 2312; pp. 671–690.
[6] Kim, Y., Jeong, S., Lee, S., (2011) "Wedge failure analysis of soil resistance on laterally loaded piles in clay”, J. Geotech. Geoenviron. Eng.; 137: pp. 678–694.
[7] Norris, G., (1986) “Theoretically based BEF laterally loaded pile analysis”, In. Proceedings of the 3rd international conference on numerical methods in offshore piling, Paris, France; pp. 361–386.
[8] Ashour, M., Norris, G., Pilling, P., (1998), “Lateral loading of a pile in layered soil using the strain wedge model”, J. Geotech. Geoenviron. Eng.; 124: pp. 303–315.
[9] Brown, D.A., Shie, C.F., (1991) “Some numerical experiments with a three dimensional finite element model of a laterally loaded pile”, Comput. Geotech.; 12: pp. 149–162.
[10] Fan, C.C., Long, J.H., (2005) “Assessment of existing methods for predicting soil response of laterally loaded piles in sand”, Comput. Geotech.; 32: pp. 274–289.
[11] Chik, Z.H., Abbas, J.M., Taha, M.R., (2009) “Lateral behavior of single pile in cohesionless soil subjected to both vertical and horizontal loads”, Eur. J. Sci. Res.; 29: pp. 194–205.
[12] Kim, Y. & Jeong, S., (2011) “Analysis of soil resistance on laterally loaded piles based on 3D soil–pile interaction”, Comput. Geotech.; 38: pp. 248–257.
[13] Reese, L.C. & Van Impe, W.F., (2011), "Single piles and pile groups under lateral loading", 2nd Edition. London: Taylor & Francis Group.
[14] Ashour, M., & Ardalan, H., (2011), "Employment of the -Multiplier in Pile-Group Analysis", Journal of Bridge Engineering.
[15] Hokmabadi A.S., Fakher A., Fatahi. B. (2012) “Full scale lateral behaviour of monopiles in granular marine soils” Marine Structures, 29: pp. 198–210.
[16] Ashour, M., & Norris, G., (2000) "Modeling Lateral Soil-Pile Response Based on Soil-Pile Interaction", Journal of Geotechnical and Geoenvironmental Engineering.
[17] Randolph, M.F., (1981) “The response of flexible piles to lateral loading”, Géotechnique, 31, pp. 247–259.
[18] Awad, A.S., Antonopoulos, I., Sadeghian, M. (2017), “Case study: Geotechnical design of bored piles in rock for the Kawarau Falls Bridge”, Proc. 20th NZGS Geotechnical Symposium. Eds. GJ Alexander & CY Chin, Napier.
[19] Sadeghian, M., Hassanlourad, M., Ardakani, A., (2017), “Investigating the behavior of dolphin structures under lateral static loading considering soil-structure interaction”, 1st National Conference on Highway and Transportation Engineering, Guilan University. (in Persian)
[20] Asgarian, B., Lesani, M., (2009) “Pile–soil-structure interaction in pushover analysis of jacket offshore platforms using fiber elements” J. of Constructional Steel Research, 65: pp. 209–218.
[21] Hamedi, F., Hassanlourad, M., Hassanlourad, Mo., (2016), “Investigation of lateral loaded mono-pile behavior considering soil and structure interaction”, Sharif Scientific Journal, 32.2(3.1), pp. 71-78. (in Persian)
[22] Seifi, H., Fakher, A., (2007) ‘Feild study of monopile behavior at Pars Asalouyeh Petrochemical Port’, Proc. 9th Marine Industries. (in Persian)
