Experimental Investigation of Vertical and Lateral Bearing Behaviors of Single Piles
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11204-024-09968-6.pdf
Reference18 articles.
1. F. Y. Liang, H. B. Chen, and Y. J. Jia, “Quasi-static p-y hysteresis loop for cyclic lateral response of pile foundations in offshore platforms,” Ocean Eng., 148, 62-74 (2018).
2. M. Achmus and K. Thieken, “On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading,” Acta Geotech., 5(3), 199-210 (2010).
3. V. V. R. N. Sastry and G. G. Meyerhof, “Behaviour of flexible piles in layered sands under eccentric and inclined loads,” Can. Geotech. J., 31(4), 513-520 (1994).
4. V. V. R. N. Sastry and G. G. Meyerhof, “Behaviour of flexible piles in layered clays under eccentric and inclined loads,” Can. Geotech. J., 32(3), 387-396 (1995).
5. V. V. R. N. Sastry and G. G. Meyerhof, “Flexible piles in layered soil under eccentric and inclined loads,” Soils Found., 39(1), 11-20 (1999).
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