Jafari, M.; Gharsallaoui, H.; Holeyman, A. (2020). Effect of soil rigidity and tensile strength on bearing capacity of embedded foundations. Geotechnique Letters 10(2): 162-167. https://hdl.handle.net/10.1680/jgele.19.00070, meer
Jafari, M.; Gharsallaoui, H.; Victor, K.H.; Holeyman, A. (2019). End bearing response of open-ended pipe piles embedded in rock. International Journal of Rock Mechanics and Mining Sciences 119: 46-57. https://dx.doi.org/10.1016/j.ijrmms.2019.04.008, meer
de Chaunac, H.; Holeyman, A. (2018). Numerical analysis of the set-up around the shaft of a closed-ended pile driven in clay. Geotechnique 68(4): 332-344. https://dx.doi.org/10.1680/jgeot.16.P.229, meer
Holeyman, A.; Whenham, V. (2017). Critical review of the Hypervib1 model to assess pile vibro-drivability. Geotechnical and Geological Engineering 35(5): 1933-1951. https://dx.doi.org/10.1007/s10706-017-0218-8, meer
Mazza, N.M.P.; Holeyman, A.E. (2019). Frequency-penetration response spectrum on vibratory amplitude matching of monopiles, in: Bullock, P. et al.10th international conference on stress wave theory and testing methods for deep foundations. pp. 468-492. https://dx.doi.org/10.1520/STP161120170243, meer
