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1573.
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Laterally Loaded Pile", Proceedings, 8th Texas Conference on Soil Mechanics and Foundation
Engineering, Special Publication No. 29, Bureau of Engineering Research, University of Texas,
pp. 1–39.
Murchison, J.M.; & O’Neill, M.W.; (1984), "Evaluation of p-y Relationships in Cohesionless
Soils", Analysis and Design of Pile Foundations, ASCE, pp. 174–191.
Nicolas, n.d. Méthode test pour pieux (partie 1) | GenieCVL. URL
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10.23.21).
O’Neill, M.W.; & Murchison, J.M.; (1983), "An evaluation of P-Y relationships in sands", report
PRAC 82-41-1, American Petroleum Institute, University of Texas, Huston, 174 p.
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(accessed
10.27.21).
Reese, L.C.; Cox, W.R.; & Koop, F.D.; (1974), "Analysis of laterally loaded piles in sand", In
Proceedings of 6th offshore technology conference, Houston, No. 2080, pp. 473–483.
Reese, L.C.; & Welch, R.C.; (1975), "Lateral loadings of deep foundations in stiff clay", Journal
of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 101, No. 7, pp. 633– 649.
ResearchGate Link, n.d.
Robertson, P.K.; Davies, M.P.; & Campanella, R.G.; (1989), "Design of laterally loaded driven
piles using the flat dilatometer", Geotechnical Testing Journal, ASTM, Vol. 12, No. 1, pp. 30-38.
Robertson, P., (2009). Interpretation of cone penetration tests - A unified approach. Can. Geotech.
J. 46, 1337–1355. https://doi.org/10.1139/T09-065
Robertson, P.K., (2009). Interpretation of cone penetration tests — a unified approach. Can.
Geotech. J. 46, 1337–1355.https://doi.org/10.1139/T09-065