1. A full-scale field study for performance evaluation of axially loaded large-diameter cylinder piles with pipe piles and PSC piles;Abu-Farsakh;Acta Geotech.,2016
2. Assessment of direct cone penetration test methods for predicting the ultimate capacity of friction driven piles;Abu-Farsakh;J. Geotech. Geoenviron. Eng.,2004
3. Avasarala, S.K.V., Davidson, J.L., & McVay, A.M. (1994). An evaluation of predicted capacity of single piles from SPILE and UNIPILE programs. In Proceedings of the FHWA International Conference on Design and Construction of Deep Foundations, Orlando, Fla., December 7–9, 1994, Vol. 2, pp. 712–723.
4. Axelsson, G. (2000). Long-term increase in shaft capacity of non-cohesive soils. PhD Thesis, Royal Institute of Technology, Division of Soil and Rock Mechanics, Stockholm: 194 p.
5. Influence of relative Pile-Soil stiffness and load eccentricity on single pile response in sand under lateral cyclic loading;Basack;Geotech. Geol. Eng.,2012