References
- [1] POULOS, H. G. - CHEN, L. T. - HULl, T. S.: Model Tests on Single Piles Subjected to Lateral Soil Movement. Soils Found. Japanese Geotech. Soc., Vol. 35, No. 4, 1995, pp. 85–92.10.3208/sandf.35.4_85
- [2] MEYER, B. J. - REESE, L. C.: Analysis of Single Piles Under Lateral Loading. State Department of Highways and Public Transportation, Texas, 1979.
- [3] GILL, H .L. - DEMARS, K. R.: Technical Report: Displacement of laterally loaded structures in nonlinearly responsive soil. Naval Civil Engineering Laboratory, California, 1970.10.21236/AD0705989
- [4] RUIGROK, J. A. T.: Laterally Loaded Piles: Models and Measurements. Department of Hydraulic Engineering, TU Delft, 2010.
- [5] ASHFORD, S. A. - JUIRNARONGRIT, T.: Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction. J. Geotech. Geoenvironmental Eng., Vol. 129, No. 3, 2003, pp. 234–242.10.1061/(ASCE)1090-0241(2003)129:3(234)
- [6] M. R. - FLEMING, K. E. K. - WELTMAN, A.: Piling Engineering, 3rd ed., Taylor and Francis Group, 1992.
- [7] ZHANG, L. - SILVA, F. - GRISMALA, R.: Ultimate Lateral Resistance to Piles in Cohesionless Soils. October, J. Geotech. Geoenvironmental Eng., Vol. 131, January, 2005, pp. 78–83.10.1061/(ASCE)1090-0241(2005)131:1(78)
- [8] DEENDAYAL, R. - MUTHUKKUMARAN, K. - SITHARAM, T. G.: Behaviour of Laterally Loaded 1-g Single Model Pile in Soft Clay with Sloping Ground. 19th International conference on soil mechanics and geotechnical engineering, No. 1, 1998, pp. 915–918.
- [9] GEORGIADIS, K. - GEORGIADIS, M.: Computers and geotechnics development of p – y curves for undrained response of piles near slopes. Comput. Geotech., Vol. 40, 2012, pp. 53–61.10.1016/j.compgeo.2011.09.005
- [10] CHANDALURI, V. K. - SAWANT, V. A.: Effect of Slope Angle on Pile Response. Indian J. Sci. Technol., Vol. 9, December, 2016, pp. 1–6.10.17485/ijst/2016/v9i48/105300
- [11] BEGUM, N. A. - MUTHUKKUMARAN, K.: Experimental investigation on single model pile in sloping ground under lateral load. Int. J. Geotech. Eng., 2009, pp. 133–146.10.3328/IJGE.2009.03.01.133-146
- [12] MUTHUKKUMARAN, K.: Effect of sloping ground on single pile load deflection behaviour under lateral soil movement. 13th World Conf. Earthq. Eng., Vo. 2147, 2004, pp. 1–4.
- [13] SAWWAF, M.: Lateral resistance of single pile located near geosynthetic reinforced slope. J. Geotech. Geoenvironmental Eng., Vol. 132, No. 10, 2006, pp. 1336–1345.10.1061/(ASCE)1090-0241(2006)132:10(1336)
- [14] VERHOEF, R. M.: Laterally loaded piles in sloping ground. Department of Civil Engineering, TU Delft, 2015.
- [15] Bureau of Indian Standards, IS 2720(Part III/2) Determination of Specific Gravity for fine, medium and coarse grained soil, Vol. 2720, 1997, pp. 1–10.
- [16] Bureau of Indian Standard, IS 2720 (Part IV) Grain size analysis. 1995, pp. 1–40.
- [17] Central Bureau of Indian Standards, IS 2720 - XIV (Reaffirmed 2006), No. 1., 1983, pp. 1–16.
- [18] Central Bureau of Indian Standards, IS 2720 - XIII (Reaffirmed 2002). 1986, pp. 1–17.
- [19] SIVAPRIYA, S. V. - RAMANATHAN, R.: Load – Displacement Behaviour of a Pile on a Sloping Ground for Various L/D Ratios. Slovak J. Civ. Eng., Vol. 27, No. 1, 2019, pp. 1–6.10.2478/sjce-2019-0001
- [20] BROMS, B. B.: Lateral Resistance of Piles in cohesionless soils. J. Soil Mech. Found. Divsion, Vol. SM 3, 1964, pp. 123–156.10.1061/JSFEAQ.0002132
- [21] Bureau of Indian Standard Code, Indian standards, 2911 (Part 4), Vol. 1, No. 1., 1985, pp. 1–21.