Affiliation:
1. Tokyo Institute of Technology
Publisher
The Japanese Geotechnical Society
Reference8 articles.
1. 1) Hirayama, H. (1990): Load-settlement analysis for bored piles using hyperbolic transfer functions, Soils and Foundations, 30(1), 55–64. https://doi.org/10.3208/sandf1972.30.55
2. 2) Kishida, H., Takano, A., Yasutomi, Y. and Nagatsura, Y (1973): End bearing capacity of piles in sand ground, Proceedings of the 8th Annual Meeting of JGS, 479–482 (in Japanese).
3. 3) Lee, I. M. and Lee, J. H. (1996): Prediction of pile bearing capacity using artificial neural networks, Computers and Geotechnics, 18(3), 189–200. https://doi.org/10.1016/0266-352X(95)00027-8
4. 4) Meyerhof, G. G. (1976): Bearing capacity and settlement of pile foundations. Journal of the Geotechnical Engineering Division, 102(3), 197–228. https://doi.org/10.1061/AJGEB6.0000243
5. 5) Tamura, S., Torii, K. and Iriguchi, N. (2021): Effects of pile tip support condition on pile behavior under the action of a large earthquake, Journal of Geotechnical and Geoenvironmental Engineering, 147(8), 04021065. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002580