Abstract
Estimation of the ultimate bearing capacity of the pile is considered to be the main challenge in geotechnical engineering from a technical and economical viewpoint. To avoid pile failure under design axial superstructure load, end bearing and skin friction capacity of the pile should be carefully estimated. Calculation of skin friction capacity of the pile for soft soils is crucial when compared to other soils. As soft soils are considered to possess less shear strength, they undergo large deformation leading to variation in skin friction capacities. This paper focuses on the estimation of skin friction capacity of pile for a cohesive soil stratum, considering the variation in adhesion factor along the depth of the strata, using PLAXIS software. As observed by many authors, the adhesion factor for soil pile is dependent on different parameters. Therefore, by the numerical modeling, the adhesion factor values calculated based on different empirical equations are validated.
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References
American Petroleum Institute (1984) API recommended practice for planning, designing and constructing fixed off-shore platforms. API, Washington, DC
Arifin YF (2022) Uji Plagiasi (Turnitin) Adhesion factor of large diameter bored Piles in soft to stiff clay in the Sei Alalak bridge replacement project‒South Kalimantan, Indonesia
Banerjee R, Bandyopadhyay S, Sengupta A, Reddy GR (2022) Settlement behaviour of a pile raft subjected to vertical loadings in multilayered soil. Geomech Geoengineering 17(1):282–296
Cherubini C, Vessia G (2007) Reliability approach for the side resistance of piles by means of the total stress analysis (α method). Can Geotech J 44(11):1378–1390
Coduto DP (1989) Foundation design, principles, and practices. Prentice Hall Inc., Eaglewood Cliffs, N.Y
Ezzat M, Zaghloul Y, Sorour T, Hefny A, Eid M (2019) Numerical simulation of axially loaded to failure large diameter bored pile. Int J Geotech Geol Eng 13(5):283–297
IS 2911 (Part 1/Sec1): 2010 Indian Standard design and construction of pile foundations—code of practice part 1 concrete piles
IS 2911 (Part 4): 2013 Design and construction of pile foundations—code of practice part 4 load test on piles
Karlsrud K, Clausen CJF, Aas PM (2005) Bearing capacity of driven piles in clay, the NGI Approach. In: Proceedings of international symposium on frontiers in offshore geotechnics, vol 1. Perth, pp 775–782
Kolk HJ, Van der Velde E (1996) A reliable method to determine friction capacity of pile driven into clays. In: Proceedings of the 28th offshore technology conference, pp 337–346
Kulhawy FH, Jackson CS (1989) Some observations on un-drained side resistance of drilled shafts. In: Foundation engineering: current principles and practices congress Evanston Illinois, vol 2, pp 1011–1025
PLAXIS 3D—version 9.02 (2018) Reference manual, Delft University of Technology, Delft, Netherlands
Sladen JA (1992) The adhesion factor: applications and limitations. Can Geotech J 29(2):322–326
Wrana B (2015) Pile load capacity–calculation methods. Stud Geotech Mech 37(4):83–93
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Supritha Reddy, C., Begum, G., Hanumantha Rao, B. (2024). Pile Capacity Estimation Considering Variability in Soil Adhesion Factor. In: Jose, B.T., Sahoo, D.K., Shin, E.C., Choudhury, D., Joseph, A., Pai, R.R. (eds) Proceedings of the Indian Geotechnical Conference 2022 Volume 2. IGC 2022. Lecture Notes in Civil Engineering, vol 477. Springer, Singapore. https://doi.org/10.1007/978-981-97-1741-5_20
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DOI: https://doi.org/10.1007/978-981-97-1741-5_20
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