| [5.1] | Lesny, K., ‚Grundung von offshore-windenergieanlagen — Entscheidungshilfen fur entwurf und bemessung‘, Bautechnik 8, August 2008, pp. 503–511. |
| [5.2] | Lesny, K., Hinz, P., ‘Investigation of monopile behavior under cyclic lateral loading’, Offshore Site Investigation and Geotechnics – Proceedings of the 6 International Conference, pp. 383–390, London, UK, September 2007. |
| [5.3] | Lesny, K., Paikowsky, S.G., Gurbuz, A., ‘Scale effects in lateral load response of large diameter monopiles’, Contemporary issues in deep foundations (GSP 158). |
| [5.4] | Reese, L.C., Van Impe, W.F.; Single Piles and Pile Groups under Lateral Loading, Balkema Rotterdam, 2001, ISBN 90 5809 348 4. |
| [5.5] | DIN 1054, Baugrund Sicherheitsnachweise im Erd- und Grundbau (Subsoil - Verification of the safety of earthworks and foundations), 2005. |
| [5.6] | Brinch Hansen, J.: The ultimate resistance of rigid piles against transversal forces, Bulletin No. 12, The Danish Geotechnical Institute, Copenhagen 1961. |
| [5.7] | API, Recommended practice for planning, designing, and constructing fixed offshore platforms. American Petroleum Institute Washington, D.C., 1993. |
| [5.8] | Matlock, H. (1970), Correlations for design of laterally loaded piles in soft clay, 2 Offsh. Techn. Conf., Texas, OTC 1204. |
| [5.9] | Randolph, M.F. and Houlsby, G.T.: The limiting pressure on a circular pile loaded laterally in cohesive soil, Géotechnique 34, No.4, pp. 613–623, 1984. |
| [5.10] | L. Menard, G. Bourdon, and M. Gambin, ‘Methode ésultat de calcul d’un rideau ou d’un pieu sollicite horizontalement en fonction des ésultats pressiometriques.’ Sols Soils, vol. 6, no. 22/23, 1971. |
| [5.11] | Poulos, H. G. and E. H. Davis, 1980. Pile foundation analysis and design. Wiley, New York. |
| [5.12] | Poulos, H. G. and E. H. Davis, 1974. Elastic Solutions for Soil and Rock Mechanics. New York. |
| [5.13] | Randolph, M. F., 1981. ‘The response of flexible piles to lateral loading.’ Geotechnique 2 31:247-259. |
| [5.14] | Mindlin, R. D., 1953. In: Force at a point in the interior of a semi-infinite solid, pp. 56–59. |
| [5.15] | Focht Jr., J. A. and K. J. Koch, 1973. ‘Rational analysis of the lateral performance of offshore pile groups.’ In Proc. Of the 5 Offshore Technology Conference, Houston, Texas, pp. 701–708. |
| [5.16] | Brinkgreve et al., 2010; R. Brinkgreve, W.M. Swolfs, E. Engin (eds), PLAXIS 2D 2010 — User’s Manual, PLAXIS bv, Netherlands (2010). |
| [5.17] | Broeken, M.L. & Gijt J.G. (2013). CUR 211 Quay Walls, Second edition, Balkema, 2013. |
| [5.18] | The mechanics of scour in the marine environment, Advanced series on Ocean Engineering – volume 17, B. Mutlu Sumer & Jorgen Fredsoe. |
| [5.19] | Gabr, M.A., & Broden R.H. (1990). Lateral analysis of piers constructed on slopes. Journal of Geotechnical Engineering, 116, 12. |
| [5.20] | Mirzoyan, A.D., (2007). Lateral Resistance of Piles at the Crest of Slopes in Sand. Brigham Young University – Provo. |
| [5.21] | ANSI/API Recommended Practice 2Geo First Edition, April 2011. |
| [5.22] | Empfehlungen des Arbeitskreises ‚Pfähle‘ EA Pfähle, Ernst & Sohn, Berlin, 2012. |
| [5.23] | EAU 1990. Recommendations of the Committee for Waterfront Structures, Harbours and Waterways. |
| [5.24] | Arend, E. den. (2010). Schelpfactoren bij door grond horizontaal belaste palen. Delft: Delft University of Technology. |
| [5.25] | Brown et al. (1988). |
| [5.26] | Rollins, K. M., Gerber, T. M., Lane, J. D., & Ashford, S. A. (2005a). Measured and Computed Lateral Response of a Pile Group in Sand. Journal of Geotechnical and Geoenvironmental Engineering, 103–114. |
| [5.27] | Rollins, K. M., Peterson, K. T., & Weaver, T. J. (1998). Lateral Load Behavior of Full- Scale Pile Group in Clay. Journal of Geotechnical and Geoenvironmental Engineering, 468–478. |
| [5.28] | McVay, M., Zhang, L., Molnit, T., & Lai, P. (1998). Centrifuge Testing of Large Laterally Loaded Pile Groups in Sands. Journal of Geotechnical and Geoenvironmental Engineering, 1016–1026. |
| [5.29] | Ruesta, P. F., & Townsend, F. C. (1997). Evaluation of Laterally Loaded Pile Group at Roosevelt Bridge. Journal of Geotechnical and Geoenvironmental Engineering, 1153–1161. |
| [5.30] | Fan, C.C. & Long. H.L., (2007). A modulus-multiplier approach for non-linear analysis of laterally loaded pile groups. International Journal for Numerical and Analytical Methods in Geomechanics, 31, pp. 1117–1145. |
| [5.31] | Castelli, F. (2009). Discussion of ‘Pile spacing effects on lateral group behavior: Analysis’ by Kyle Rollins, Kimball Olsen, Derek Jensen, Brian Garret, Ryan Olsen and Jeffery Egbert. Journal of Geotechnical and Geoenvironmental Engineering, 1356-1358. |
| [5.32] | Verhoef, R.M. (2015). Laterally loaded piles in sloping ground, MSc. thesis Technical University Delft. |
| [5.33] | Ruigrok, J.A.T. (2010), Laterally Loaded Piles, Models and Measurements, MSc. thesis Technical University Delft. |
| [5.34] | ?? |
| [5.35] | Terzaghi |
| [5.36] | Gazetas |
| [5.37] | Sluis, J., Griffioen, P., & Roubos, A.A., (2023). Paalproef Calandkanaal inzicht in het last-verplaatsingsgedrag van een afmeerpaal. Geotechniek. |
| [5.38] | Rollins, K. M., Olsen, R. J., Egbert, J. J., Jensen, D. H., Olsen, K. G., & Garrett, B. H. (2006b). Pile Spacing Effects on Lateral Pile Group Behavior: Analysis. Journal of Geotechnical and Geoenvironmental Engineering, 1272–1283. |
