Modulus of Laterally Loaded Pile in Cohesionless Slope Crest with Varying Condition

• Autorzy: Sivapriya Vijayasimhan , Ganesh Kumar Shanmugam

Identyfikatory

DOI

10.2478/ceer-2022-0032

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

pile foundation; soil-structure interaction; lateral load; vertical load

PL

fundament palowy; interakcja gleba-struktura; obciążenie boczne; obciążenie pionowe

• Wydawca: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
• Czasopismo: Civil and Environmental Engineering Reports
• Rocznik: 2022
• Tom: Vol. 32, no. 3
• Strony: 133--142
• Opis fizyczny: Bibliogr. 19 poz., tab., wykr.

Twórcy

autor

Sivapriya Vijayasimhan

• Department of Civil Engineering, Sri Sivasubramaniaya Nadar College of Engineering, Chennai, India

autor

Ganesh Kumar Shanmugam

• CBRI, Roorkee, India

Bibliografia

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• 4. 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.
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• 7. Joseph E Bowles 1997. Foundation analysis and design. Singapore: The McGraw-Hill Companies, Inc.
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• 12. 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.
• 13. 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.
• 14. 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.
• 15. 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.
• 16. 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.
• 17. 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.
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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)