| Holeyman, Alain |
Informatie laatst gewijzigd: 2018-08-02 |
Université Catholique de Louvain; Ecole Polytechnique de Louvain; Institute of Mechanics, Materials and Civil Engineering (IMMC), meer
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| A1 publicaties (4) [show] |
- 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
- de Chaunac, H.; Holeyman, A.E. (2014). Modified case method for piles with section step changes. J. geotech. geoenviron. eng. 140(1): 102-109. https://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000983, meer
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| Peer reviewed publicatie [show] | |
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| Boekhoofdstuk [show] |
- 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
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