Modulus of Laterally Loaded Pile in Cohesionless Slope Crest with Varying Condition
More details
Hide details
Associate Professor, Department of Civil Engineering, Sri Sivasubramaniaya Nadar College of Engineering, Chennai, India
Scientist, CBRI, Roorkee, India
Online publication date: 2022-10-13
Publication date: 2022-09-01
Civil and Environmental Engineering Reports 2022;32(3):133-142
Soil - structure interaction behaviour of pile foundation is complex for heavier structures which suffer large lateral load due to wind, wave action etc., in addition to the large vertical and oblique load. The parameters involved in determining the lateral capacity of the foundation are its structural geometry, soil properties and ground condition. The behaviour is different for horizontal ground compared to the sloping ground; it is even different under loading and unloading conditions. In this study, the modulus of single pile is studied under various lengths, diameters, slope angles and loading directions. An equation is generated is developed to obtain the modulus with varying length and diameter.
Begum N Almas and Muthukkumaran, K 2008. Numerical Modeling for Laterally Loaded Piles on a Sloping Ground. In 12th International Conference association for computer methods and advances in geomechanics, 3368–3375.
Boominathan, A and Ayothiraman, R 2006. An experimental study on static and dynamic bending behaviour of piles in soft clay. Geotechnical and Geological Engineering, 25(2), 177–189. https://doi.org/10.1007/s10706....
Broms, BB 1964. Lateral resistance of piles in cohesionless soils. Journal of the Soil Mechanics and Foundations Division, 90(3), 123–156.
Chae, KS, Ugai, K and Wakai, A 2004. Lateral Resistance of Short Single Piles and Pile Groups Located Near Slopes. International Journal of Geomechanics, 4(2), 93–103.
De Beer, EE 1977. Piles subjected to static lateral loads. In State – of the Art Report. Proceedings of the 9th ICSMFE, 1–14.
Chong Jiang, Jia - Li He, Lin Liu and Bo- Wen Sun 2018. Effect of loading and slope on laterally loaded pile in sloping ground. Advances in Civil Engineering, 2018, 7569578, 1–12. https://doi.org/10.1155/2018/7....
Joseph E Bowles 1997. Foundation analysis and design. Singapore: The McGraw-Hill Companies, Inc.
Krishnan, R, Gazetas, G, and Velez, A 1983. Static and dynamic lateral deflexion of piles in non-homogeneous soil stratum. Géotechnique, 33(3), 307–325. https://doi.org/10.1680/geot.1....
Kuhlemeyer, RL 1979. Static and dynamic laterally loaded floating piles. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. https://doi.org/10.1016/0148-9....
Muthukkumaran, K 2014. Effect of slope and loading direction on laterally loaded piles in cohesionless soil. International Journal of Geomechanics, 14(1), 1–7. https://doi.org/10.1061/(ASCE)....
Randolph, MF 2009. The response of flexible piles to lateral loading. Géotechnique, 31(2), 247–259. https://doi.org/10.1680/geot.1....
Sivapriya, SV and Gandhi,SR 2011. Behaviour of single pile in sloping ground under static lateral load. In Proceedings of Indian Geotechnical Conference, 1, 199–202.
Sivapriya, SV and Rahul Ramanathan 2019. Load – Displacement Behaviour of a Pile on a Sloping Ground for Various L/D Ratios. Slovak Journal of Civil Engineering, 27(1), 1–6. doi.org/10.2478/sjce-2019-0001.
Sivapriya, SV and Gandhi, SR 2013. Experimental and numerical study on pile behaviour under lateral load in clayey slope. Indian Geotechnical Journal, 43(1), 105–114. doi.org/10.1007/s40098-012-0037-z.
Sivapriya, SV and Muttharam, M 2011. Behaviour of single pile subjected to cyclic laterally load founded in soft clay. In Indian Geotechnical Conference,1–6.
Sivapriya, SV, Nagarajan, V, Rajasugantha, A, Rahul Rm, Nivaetha R, Thivyasri C and Abishek, N 2014. Effect of sloping ground on single pile load deflection behaviour under lateral soil movement. In Indian Geotechnical Conference:Kakinada, 1–4.
Sivapriya, SV and Gandhi, SR 2019. Soil – Structure Interaction of Pile in a Sloping Ground Under Different Loading Conditions. Geotechnical and Geological Engineering, 37(6), 1–10. doi.org/10.1007/s10706-019-01080-z.
Su, D, and Zhou, YG, 2016. Effect of Loading Direction on the Response of Laterally Loaded Pile Groups in Sand, International Journal of Geomechanics, 16(2), 1–12. doi.org/10.1061/(ASCE)GM.1943-5622.0000544.
Zhang, L, Silva, F, and Grismala, R 2005. Ultimate Lateral Resistance to Piles in Cohesionless Soils Journal of Geotechnical and Geoenvironmental Engineering,, 131(1), 78–83. doi.org/10.1061/(ASCE)1090-0241(2005)131.
Journals System - logo
Scroll to top