Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference39 articles.
1. Alkroosh, I. S., Bahadori, M., Nikraz, H., and Bahadori, A. (2015). “Regressive approach for predicting bearing capacity of bored piles from cone penetration test data.” Journal of Rock Mechanics and Geotechnical Engineering, Vol. 7, No. 5, pp. 584–592, DOI:
https://doi.org/10.1016/j.jrmge.2015.06.011
.
2. Almeida, M. S., Danziger, F. A., and Lunne, T. (1996). “Use of piezocone test to predict the axial capacity of driven and jacked pile in clays.” Canadian Geotechnical Journal, Vol. 42, pp. 977–993, DOI:
https://doi.org/10.1139/t96-022
.
3. Askarifateh, A., Eslami, A., and Fahimifar, A. (2017). “Direct CPT and CPTu methods for determining bearing capacity of helical piles.” Marine Georesources & Geotechnology, Vol. 35, No. 2, pp. 193–207, DOI:
https://doi.org/10.1080/1064119X.2015.1133741
.
4. Baziar, M. H., Kashkooli, A., and Saeedi-Azizkandi, A. (2012). “Prediction of pile shaft resistance using cone penetration tests (CPTs).” Computers and Geotechnics, Vol. 45, pp. 74–82, DOI:
https://doi.org/10.1016/j.compgeo.2012.04.005
.
5. Bustamante, M. and Gianeselli, L. (1982). “Pile bearing capacity prediction by means of static penetrometer CPT.” Proc. The 2-nd European Symposium on Penetration Testing, Balkema, Netherlands, pp. 493–500.
Cited by
3 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献