References
- Tomlinson, M., Woodward, J. (2007). Pile design and construction practice. 5th ed. CRC Press.
- Nian, T., Chen, G., Luan, M., Yang, Q., Zheng, D. (2008). Limit analysis of the stability of slopes reinforced with piles against landslide in nonhomogeneous and anisotropic soils. Canadian Geotechnical Journal, 45(8), 1092–1103. doi: 10.1139/T08-042.
- Zhang, L., Yue, S., Peng, W., Zhou, S. (2023). Experimental study on cyclic lateral response of piles in sandy sloping ground. Ocean Engineering, 282, 115056. doi: 10.1016/j.oceaneng.2023.115056.
- Lin, Y., Zhang, Z., Zhou, Y., Duan, J., Yang, G. (2024). Investigation on lateral pressure on a sheet-pile wall with EPS layer supporting an expansive soil slope. Case Studies In Construction Materials, 21, e03945. doi: 10.1016/j.cscm.2024.e03945.
- Kumar, T.J., Rathod, D., Krishnanunni, K.T. (2025). Behaviour of an offshore helical monopile located on sloping ground under one-way cyclic loading. Ocean Engineering, 332, 121436. doi: 10.1016/j.oceaneng.2025.121436.
- Poulos, H. (2010). The design of foundations for high-rise buildings. Proceedings of the Institution of Civil Engineers - Civil Engineering, 163(6), 027–032. doi: 10.1680/cien.2010.163.6.27.
- Muszynski, Z., Rybak, J. (2017). Horizontal displacement control in course of lateral loading of a pile in a slope. IOP Conference Series: Materials Science and Engineering, 245(3), 032002. doi: 10.1088/1757-899X/245/3/032002.
- Matsumoto, T., Matsuzawa, K., Kitiyodom, P. (2008). A role of pile load test - Pile load test as element test for design of foundation system. Application of Stress-Wave Theory to Piles: Science, Technology and Practice, 39–58.
- Gorska, K., Rybak, J., Wyjadlowski, M. (2017). Field test of driven pile group under lateral loading. IOP Conference Series: Earth and Environmental Science, 95(2), 022044. doi: 10.1088/1755-1315/95/2/022044.
- Basack, S., Karami, M., Karakouzian, M. (2022). Pile-soil interaction under cyclic lateral load in loose sand: Experimental and numerical evaluations. Soil Dynamics and Earthquake Engineering, 162, 107439. doi: 10.1016/j.soildyn.2022.107439.
- Keane, R., Byrne, B.W. (2023). Cyclic lateral loading of model monopiles in dry and saturated sands. Offshore Site Investigation and Geotechnics, 1606–1613. doi: 10.3723/SJPN3553.
- Heins, E., Bienen, B., Randolph, M.F., Grabe, J. (2020). Effect of installation method on static and dynamic load test response for piles in sand. International Journal of Physical Modelling in Geotechnics, 20(1), 1–23. doi: 10.1680/jphmg.18.00028.
- Kozubal, J., Wyjadlowski, M., Steshenko, D. (2019). Probabilistic analysis of a concrete column in an aggressive soil environment. Plos One, 14(3), e0212902. doi: 10.1371/journal.pone.0212902.
- Bauer, J., Pula, W., Wyjadlowski, M. (2018). Pile load test results as a basis for reliability calculation with parabolic response surface. Tehnicki Vjesnik - Technical Gazette, 25(2), 558–564. doi: 10.17559/TV-20150124002223.
- Wyjadłowski, M. (2025). Lateral loaded pile reliability analysis using the random set method. Buildings, 15(6), 882. doi: 10.3390/buildings15060882.
- Abadie, C., Byrne, B., Houlsby, G. (2019). Rigid pile response to cyclic lateral loading: Laboratory tests. Geotechnique, 69(10), 863–876. doi: 10.1680/jgeot.16.P.325.
- Baca, M., Brzakala, W., Rybak, J. (2020). Bi-directional static load tests of pile models. Applied Sciences, 10(16), 13. doi: 10.3390/app10165492.
- Al-Baghdadi, T., Brown, M., Knappett, J., Al-Defae, A. (2017). Effects of vertical loading on lateral screw pile performance. Proceedings of the Institution of Civil Engineers Geotechnical Engineering, 170(3), 259–272. doi: 10.1680/jgeen.16.00114.
- Richards, I.A., Byrne, B.W., Houlsby, G.T. (2020). Monopile rotation under complex cyclic lateral loading in sand. Geotechnique, 70(10), 916–930. doi: 10.1680/jgeot.18.P.302.
- Ahmed, A., Naser, M., Hafez, K. (2025). Experimental study on hybrid monopile performance in sand under monotonic and cyclic lateral loads. Geotechnical and Geological Engineering, 43(5), 225. doi: 10.1007/s10706-025-03182-3.
- Sumarsono, Q., Munawir, A., Harimurti. (2023). Comparative analysis of single pile with embedded beam row and volume pile modeling under seismic load. Studia Geotechnica et Mechanica, 45(1), 28–40. doi: 10.2478/sgem-2022-0027.
- Fellenius, B.H. (2019). Basics of foundation design - a textbook. Electronic Edition: British Columbia.
- Zhang, Y., Andersen, K. (2017). Scaling of lateral pile p-y response in clay from laboratory stress-strain curves. Marine Structures, 53, 124–135. doi: 10.1016/j.marstruc.2017.02.002.
- Brząkała, W., Herbut, A. (2018). Zastosowanie modelu Winklera przy obliczaniu hybrydowej konstrukcji oporowej. Acta Scientiarum Polonorum. Architectura, 17(2), 37–51. doi: 10.22630/ASPA.2018.17.2.13.
- Fellenius, B.H. (1980). The analysis of results from routine pile load tests. Ground engineering, 13(6), 19–31.
- Chin, F.K. (1970). Estimation of the ultimate load of piles from tests not carried to failure. Proc. 2nd Southeast Asian Conference on Soil Engineering, Singapore, 1970.
- Decourt, L. (1999). Behavior of foundations under working load conditions. 11th Pan-American Conferenvce on Soil Mechanics and Geotechnical Engineering, Foz do Iguaçu, (4), 453–488.
- Rybak, J., Król, M. (2018). Limitations and risk related to static capacity testing of piles - “unfortunate case” studies. MATEC Web of Conferences, 146, 02006. doi: 10.1051/matecconf/201814602006.