[1] Lee KM, Xiao ZR. A simplified nonlinear approach for pile group settlement analysis in multilayered soils. Can Geotech J 2001;38:1063–80. https://doi.org/10.1139/t01-034.
[2] Cairo R, Conte E. Settlement analysis of pile groups in layered soils. Can Geotech J 2006;43:788–801. https://doi.org/10.1139/t06-038.
[3] Singh V, Lal SK. Analytical Method for Settlement of Axially Loaded Compressible Pile. Indian Geotech J 2012;42:75–86. https://doi.org/10.1007/s40098-012-0008-4.
[4] Sivapriya S V., Gandhi SR. Experimental and Numerical Study on Pile Behaviour Under Lateral Load in Clayey Slope. Indian Geotech J 2013;43:105–14. https://doi.org/10.1007/s40098-012-0037-z.
[5] Eid HT, Shehada AA. Estimating the Elastic Settlement of Piled Foundations on Rock. Int J Geomech 2015;15:04014059. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000376.
[6] Al-Khazaali M, Vanapalli SK. Experimental Investigation of Single Model Pile and Pile Group Behavior in Saturated and Unsaturated Sand. J Geotech Geoenvironmental Eng 2019;145:04019112. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002176.
[7] Vali R, Saberian M, Beygi M, Porhoseini R, Abbaspour M. Numerical Analysis of Laterally Loaded Single-Pile Behavior Affected by Urban Metro Tunnel. Indian Geotech J 2020;50:410–25. https://doi.org/10.1007/s40098-019-00375-5.
[8] Abdolrezayi A, Khayat N. Comparative Three-Dimensional Finite Element Analysis of Piled Raft Foundations. Comput Eng Phys Model 2021;4:19–36.
[9] Madhav MR. Efficiency of pile groups in tension. Can Geotech J 1987;24:149–53. https://doi.org/10.1139/t87-014.
[10] Hanna AM, Morcous G, Helmy M. Efficiency of pile groups installed in cohesionless soil using artificial neural networks. Can Geotech J 2004;41:1241–9. https://doi.org/10.1139/t04-050.
[11] Shanker K, Basudhar PK, Patra NR. Uplift Capacity of Pile Groups Embedded in Sands: Predictions and Performance. Soils Found 2006;46:605–12. https://doi.org/10.3208/sandf.46.605.
[12] Taghavi A, Muraleetharan KK. Analysis of Laterally Loaded Pile Groups in Improved Soft Clay. Int J Geomech 2017;17:04016098. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000795.
[13] Chawhan BS, Quadri SS. Experimental and Numerical Investigations of Laterally Loaded Pile Group in Multilayered Cohesionless soil. Comput Eng Phys Model 2018;1:28–45.
[14] Yin F, Zhou H, Liu H, Chu J. Experimental and Numerical Analysis of XCC Pile-Geogrid Foundation for Existing Expressway Under Traffic Load. Int J Civ Eng 2018;16:1371–88. https://doi.org/10.1007/s40999-017-0267-7.
[15] Gatto MPA, Montrasio L. Analysis of the Behaviour of Very Slender Piles: Focus on the Ultimate Load. Int J Civ Eng 2021;19:145–53. https://doi.org/10.1007/s40999-020-00547-y.
[16] Comodromos EM, Anagnostopoulos CT, Georgiadis MK. Numerical assessment of axial pile group response based on load test. Comput Geotech 2003;30:505–15. https://doi.org/10.1016/S0266-352X(03)00017-X.
[17] Küçükarslan S, Banerjee PK. Behavior of axially loaded pile group under lateral cyclic loading. Eng Struct 2003;25:303–11. https://doi.org/10.1016/S0141-0296(02)00152-9.
[18] Rose AV, Taylor RN, El Naggar MH. Numerical modelling of perimeter pile groups in clay. Can Geotech J 2013;50:250–8. https://doi.org/10.1139/cgj-2012-0194.
[19] Banerjee S, Shirole ON. Numerical Analysis of Piles Under Cyclic Lateral Load. Indian Geotech J 2014;44:436–48. https://doi.org/10.1007/s40098-013-0092-0.
[20] Albusoda BS, Al-Saadi AF, Jasim AF. An experimental study and numerical modeling of laterally loaded regular and finned pile foundations in sandy soils. Comput Geotech 2018;102:102–10. https://doi.org/10.1016/j.compgeo.2018.06.007.
[21] Abhishek, Sharma RK. A Numerical Study of Granular Pile Anchors Subjected to Uplift Forces in Expansive Soils Using PLAXIS 3D. Indian Geotech J 2019;49:304–13. https://doi.org/10.1007/s40098-018-0333-3.
[22] Koteswara VRP, Padavala H, Chennarapu H. Experimental and Numerical Investigation of Pile Group With and Without Building Frame Subjected to Axial Load. Indian Geotech J 2020;50:473–84. https://doi.org/10.1007/s40098-019-00383-5.
[23] Bunyamin S, Aghayan S. Settlement Modelling of Raft Footing Founded on Oferekpe/Abakaliki Shale in South East Region of Nigeria. Comput Eng Phys Model 2018;1:68–82.
[24] Smith IM, Griffiths DV, Margetts L. Programming the finite element method. John Wiley & Sons; 1982.
[25] Koiter WT. General theorems for elastic plastic solids. Prog Solid Mech 1960:167–221.
[26] Van Langen H, Vermeer PA. Automatic step size correction for non-associated plasticity problems. Int J Numer Methods Eng 1990;29:579–98. https://doi.org/10.1002/nme.1620290308.
[27] Schanz T, Vermeer PA, Bonnier PG. The hardening soil model: formulation and verification. Beyond 2000 Comput. Geotech., Routledge; 2019, p. 281–96.
[28] Rahman SMS. Modelling deep mixing on the passive side of a deep excavation in soft soil-A pilot study to evaluate the effect of lime-cement columns on the passive side of excavation in soft soil 2020.
[29] Fang H-Y. Foundation engineering handbook. Springer Science & Business Media; 1974.
[30] Teng WC. Foundation Design, First Edition, India. 1981.
[31] Table from das, 1994, 12 December 2019 n.d.
[32] Arora KR. Soil Mechanics and Foundation Engineering, Sixth Edition, Standard Publishers Distributors, Delhi-110006 n.d.
[33] Bangladesh National Building Code (BNBC) 2006.
[34] United States Army Corps of Engineers (USACE) EM 111O-1-1904.