Abstract
Caissons and piles are commonly used foundation types for deep water bridges. Caisson is appropriate for long-span bridges, deep alluvial deposits, liquefiable soils, and significant vessel collisions, although they can occasionally become problematic because of difficulties in sinking and insufficient earthquake resilience. Because of its extensive length, decreased rigidity, limited vessel crash protection, and challenging construction requirements, pile foundations are not appropriate for deep sea. A composite caisson-pile foundation (CCPF), also known as a caisson and pile combination, can be used as a solution to the aforementioned issue. It is an innovative hybrid foundation that takes into account the benefits of both foundation kinds. The CCPF reduces construction costs and time while providing creative answers to difficult site conditions in deep water. This foundation structure is commonly used for river and sea crossing bridges. However, due to a lack of significant research on its geotechnical and structural properties, CCPF has not been extensively used. Reduced-scale model tests on instrumented CCPF in sand under static vertical loads were carried out based. The load-settlement responses of the foundation under static monotonic vertical loading are presented and discussed in this study.
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References
Chowdhury I, Tarafdar R, Ghosh A, Dasgupta SP (2017) Dynamic soil structure interaction of bridge piers supported on well foundation. Soil Dyn Earthq Eng 97:251–265. https://doi.org/10.1016/J.SOILDYN.2017.03.005
Bag R, Mandal M, Singhal V (2021) Rectification of the tilt and shift of well foundation: a numerical and analytical solution. Indian Geotech J 51(5):1011–1025. https://doi.org/10.1007/s40098-020-00477-5
Mukherjee A, Saha D, Harvey CF, Taylor RG, Ahmed KM, Bhanja SN (2015) Groundwater systems of the Indian Sub-Continent. J. Hydrol Reg Stud 4:1–14. https://doi.org/10.1016/J.EJRH.2015.03.005
Kothyari UC (2007) Indian practice on estimation of scour around bridge piers a comment. Sadhana Acad Proc Eng Sci 32(3):187–197. https://doi.org/10.1007/s12046007-0017-7
Dammala PK, Bhattacharya S, Krishna AM, Kumar SS, Dasgupta K (2017) Scenario based seismic re-qualification of caisson supported major bridges—a case study of Saraighat Bridge. Soil Dyn Earthq Eng 100(June):270–275. https://doi.org/10.1016/j.soildyn.2017.06.005
Liang F, Jia Y, Zhang H, Chen, Huang M (2018) Centrifuge shaking table tests on composite caisson-piles foundation. Phys Model Geotech 909–914. https://doi.org/10.1201/9780429438646-22
Rajan KC, Sharma K, Raychowdhury P, Acharya IP, Burnwal ML, Misra J (2023) State-of-the-art review of composite caisson-pile foundation (CCPF). Appl Ocean Res 136:103571 (2023). ISSN 0141-1187. https://doi.org/10.1016/j.apor.2023.103571
Misra J, Subedi M, Sharma K (2022) Design of composite well-pile foundation (CWPF): a case study of bridge foundation in Nepal
Reddi S (2010) Well foundations for bridges are obsolete!. NBM & CW Magazine
Zhong R, Huang M (2021) Simplified analytical method for seismic response of composite caisson-piles foundations. Yanshilixue Yu Gongcheng Xuebao/Chinese J Rock Mech Eng 32(5):1009–1019. Accessed May 29 2021. (Online). Available: https://ro.uow.edu.au/eispapers/2202.
Huang M, Tu W, Gu X (2018) Time domain nonlinear lateral response of dynamically loaded composite caisson-piles foundations in layered cohesive soils. Soil Dyn Earthq Eng 106:113–130 (2018). ISSN 0267-7261. https://doi.org/10.1016/j.soildyn.2017.12.015
Zhong R, Huang M (2014) Winkler model for dynamic response of composite caisson–piles foundations: seismic response. Soil Dyn Earthq Eng 66:241–251. ISSN 0267-7261. https://doi.org/10.1016/j.soildyn.2014.07.005
Iai S (1989) Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field. Soils Found 29(1):105–118
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KC, R., Sharma, K., Burnwal, M.L., Raychowdhury, P., Acharya, I.P., Misra, J. (2024). Load-Settlement Behavior of Composite Caisson-Pile Foundation (CCPF) in Sand. 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_18
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DOI: https://doi.org/10.1007/978-981-97-1741-5_18
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