-موسسه مهندسین مشاور ساحل، (1389)، "ﮔﺰارش ﻣﻄﺎﻟﻌﺎت ژﺋﻮﺗﻜﻨﻴﻚ ایستگاههای خط 7 متروی تهران".
Baecher. G.B. Rackwitz. R., (1982), “Factors of safety and pile load tests”, Int J Numer Anal Meth Geomech, 6(4), pp.409-424.
Brian. B. Sheil. A, Bryan, A. McCabe.,(2016), “An analytical approach for the prediction of single pile and pile group behaviour in clay”, Computers and Geotechnics 75, pp.145-158.
-Dobry. R. Gazetas G., (1988), “Simple method for dynamic stiffness and damping of floating pile groups”. Geotechnique, 38.
-Farouk Elhakim. A. Abd AllahEl Khouly. M. (2016), “Three dimensional modeling of laterally loaded pile groups resting in sand”, HBRC Journal No.12, pp.78-87.
-Fathi M. Abdrabbo.A. Naema. A. Ali, (2015), “Behavior of single pile in consolidating soil. Alexandria Engineering Journal, Vol.54,
No. 3. Pp.481-495.
-Gazetas. G. (1984), “Seismic response of end-bearing single piles”. Soil Dynamics and Earthquake Engineering, 3(2), pp.82-93.
-Huang J. Kelly. R. Li. D. Ghau. Ch., (2016), “Updating reliability of single piles and pile groups by load tests”, Computers and Geotechnics; 73, pp.221-230.
-Kay. J. N., (1978), “Safety factor evaluation for single piles in sand, J Geotech Eng Div-Asce 104, (1), pp.148-149.
-Kaynia. A. M. Kausel E., (1982), “Dynamic behavior of pile groups”. Proceedings of 2nd International Conference on Numerical Methods in Offshore Piling, Austin, Texas.
-Khaled E., Gaaver, (2013), “Uplift capacity of single piles and pile groups embedded in cohesion less soil’Alexandria Engineering Journal No. 52, pp.365–372.
-Oudah. F. HeshamEl Naggar. M. Norlander. G. (2019), “Unified system reliability approach for single and group pile foundations – Theory and resistance factor calibration“ Computers and Geotechnics. Vol. 108. PP 173-182.
-Rahmani, A. and Pak, A., (2012), “Dynamic behavior of pile foundations under cyclic loading in liquefiable soils”, Computers and Geotechnics, 40, pp.114-126.
-Sen. R. Davis. T. G. Banerjee P. K. (1985), “Dynamic analysis of piles and pile groups embedded in homogenous soils”. Earthquake Engineering and Structural Dynamics, 13(1), pp. 53-65.
-Sharafkhah. M. Shooshpasha. I., (2018), “Physical modeling of behaviors of cast-in-place concrete piled raft compared to free-standing pile group in sand“ Journal of Rock Mechanics and Geotechnical Engineering,
Vol. 10. No. 4, pp. 703-716.
-Zhang J, Li JP, Zhang LM, Huang HW., (2014), “Calibrating cross-site variability for reliability-based design of pile foundations”, Comput Geotech, 62, pp64-153.
-Zhang. L., (2004), “Reliability verification using proof pile load tests”, J Geotech Geoenviron Eng. 130, (11), pp.1203-1213.
-Zhang. L. Li D. Tang. W., (2006), “Level of construction control and safety of driven piles”, Soils Found, 46(4), pp.415-25.
-Zhang. L. Tang W, Ng C., (2001), “Reliability of axially loaded driven pile groups, J Geotech Geoenviron Eng.,127 (12), pp.1051-1060.
-Zhang. L.M. Li D. Q. Tang W. H. (2005) “Reliability of bored pile foundations considering bias in failure criteria”, Can Geotech J., pp.93-1086.
-Zhang. L.M. Zhang J. Tang W. H., (2010), “Expected design factor of safety from a pile load test program”, Geo Florida,
pp.1972-1995.
-Khaled E., Gaaver, (2013), “Uplift capacity of single piles and pile groups embedded in cohesion less soil’Alexandria Engineering Journal No. 52, pp.365–372.