Prediction of Ultimate Bearing Capacities of Test Piles According to Different Methods
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-44603-0_67
Reference8 articles.
1. Ján M, Gago F, Vlček J, Drusa M (2023) Evaluation of methods based on CPTu testing for prediction of the bearing capacity of CFA piles. Appl Sci 13(5):2931. https://doi.org/10.3390/app13052931
2. Adel R, Shakir R (2022) Evaluation of static pile load test results of ultimate bearing capacity by interpreting methods. IOP Conf Ser Earth Environ Sci 961:012013. https://doi.org/10.1088/1755-1315/961/1/012013
3. Décourt L (1999) Behavior of foundations under working load conditions. In: Proceedings of the 11th pan-American conference on soil mechanics and geotechnical engineering. International Society for Soil Mechanics and Geotechnical Engineering, London, pp 453–488
4. Chin FK (1970) Estimation of pile not carried to failure. In: Proceedings 2nd Southeast Asian conference on soil engineering, Singapore, pp 81–90. http://www.springer.com/lncs. Accessed 21 Nov 2016
5. Brinch Hansen J (1963) Discussion, hyperbolic stress-strain response of cohesive soils. J Soil Mech Found Divis ASCE 89(SM4):241–242
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