Expert Group Offshore Wind Foundations

Literatur

Die nachfolgende Literaturzusammenstellung enthält relevante Empfehlungen von DGGT/HTG-Arbeitskreisen, eine Aufstellung für Offshore-Windgründungen besonders relevanter und in jüngerer Zeit erschienener Dissertationen sowie eine thematische gegliederte Liste einschlägiger Veröffentlichungen.

 

Bei den Veröffentlichungen werden nur reviewte Beiträge aus Fachzeitschriften aufgeführt. Hinweise auf weitere derartige Veröffentlichungen werden vom Redaktionsbeirat gern entgegengenommen.

 
Empfehlungen der Arbeitskreise der DGGT/HTG
 
(2012): “Empfehlungen des Arbeitsausschusses “Ufereinfassungen” Häfen und Wasserstraßen”, Verlag Ernst & Sohn, 11. Auflage, Berlin, Deutschland
 
(2012): “Empfehlungen des Arbeitskreises „Pfähle“, EA-Pfähle”, Verlag Ernst & Sohn, 2. Auflage, Berlin, Deutschland
 
(2011): “Entwurf der DGGT-Arbeitskreise “Baugrunddynamik” (AK 1.4) und Pfähle (AK 2.1) zu Kapitel 13 der 2. Auflage der EA-Pfähle”, Geotechnik, Vol. 34, No. 1
 
(2002): “Die Küste – EAK 2002. Korrigioerte Ausgabe 2007. Empfehlungen für die Ausführung von Küstenschutzwerken.”, Westholsteinische Verlagsanstalt Boyens & Co. Heide i. Holstein
 
Allgemein
 
Chen, J., Gilbert, R.B. (2017): “Offshore pile system model biases and reliability”, Georisk, Vol. 11, No. 1, pp. 55-69
 
Lu, W., Zhang, G., Wang, A. (2017): “Bearing behavior of multiple piles for offshore wind driven generator”, Ocean Engineering, Vol. 129, pp. 538-548
 
Nikitas, G., Arany, L., Aingaran, S., Vimalan, J.N., Bhattacharya , S. (2017): “Predicting long term perfomance of offshore wind turbines using cyclic simple shear apparatus”, Soil Dynamics and Earthquake Engineering, Vol. 92, pp. 678-683
 
Plenker, D., Grabe, J. (2016): “Simulation of sand particle transport by coupled CFD-DEM: First investigations”, Scour and Erosion. Proceedings of the 8th International Conference on Scour and Erosion. ICSE 2016, London, U.K., pp. 109-118
 
Tsai, Y.C., Huang, Y.F., Yang, T.T. (2016): “Strategies for the development of offshore wind technology for far-east countries – A point of view from patent analysis”, Renewable and Sustainable Energy Reviews, Vol. 60, pp. 182-194
 
Rodrigues, S., Restrepo, C., Kontos, E., Pinto, R.T., Bauer, P. (2015): “Trends of offshore wind projects”, Renewable and Sustainable Energy Reviews, Vol. 49, pp. 1114-1135
 
Carswell, W., Arwade, S.R., Degroot, D.J., Lackner, M.A. (2014): “Soil-structure reliability of offshore wind turbine monopile foundations”, Wind Energy 2014
 
Kelma, S., Schmoor, K.A., Goretzka, J., Hansen, M. (2014): “Safety aspects for support structures of offshore wind turbines”, Bautechnik, Vol. 91, No. 8, pp. 543-553
 
Le, T.M.H., Eiksund, G.R., Strøm, P.J., Saue, M. (2014): “Geological and geotechnical characterisation for offshore wind turbine foundations: A case study of the Sheringham Shoal wind farm”, Engineering Geology, Vol. 177, July, pp. 40-50
 
Lim, J.K., Lehane, B.M. (2014): “Chracterisation of the effects of time on the shaft friction of displacement piles in sand”, Géotechnique, Vol. 64, No. 6, pp. 476-485
 
Negro, V., López-Gutiérrez, J., Esteban, D., Matutano, C. (2014): “Uncertainties in the design of support structures and foundations for offshore wind turbines”, Renewable Energy, Vol. 63, pp. 125-132
 
Carswell, W., Arwade, S.R., Degroot, D.J., Lackner, M.A. (2013): “Probabilistic analysis of offshore wind turbine monopiles”, 51st AIAA Aerospace Sciences Meeting including the New Horizons Forum and Aerospace Exposition, Grapevine, U.S.A., January
 
Achmus, M., tom Wörden, F. (2012): “Aspekte der Bemessung der Gründungskonstruktionen von Offshore-Windenergieanlagen”, Bauingenieur, Vol. 87, No. 8, pp. 331-341
 
Lesny, K. (2012): “Gründungen von Offshore-Windenergieanlagen-Entscheidungshilfen für Entwurf und Bemessung”, Windenergieanlagen –Planen / Bauen / Instandsetzen, Ernst & Sohn Special
 
Seidel, M. (2010): “Design of support structures for offshore wind turbines – Interfaces between project owner, turbine manufacturer, authorities and designer”, Stahlbau, Vol. 79, No.9, September, pp. 631-636
 
Lesny, K., Balthes, R., Harder, H., Overbeck, G., Weihrauch, S., Zeiler, M. (2009): “Baugrunduntersuchungen für Offshore-Windenergieparks nach dem neuen Standard Baugrunderkundung des BSH”, Geotechnik, No.1
 
Haritos, N. (2007): “Introduction to the Analysis and Design of Offshore Structures – An Overwiew”, Electronic Journal of Structural Engineering, pp. 55-65
 
Alawneh, A.S. (2005): “Modelling load–displacement response of driven piles in cohesionless soils under tensile loading”, Computers and Geotechnics, Vol. 32, pp. 578-586
 
Maheshwari, B.K., Truman, K.Z., El Naggar, M.H., Gould, P.L. (2004): “Three-dimensional nonlinear analysis for seismic soil-pile-structure interaction”, Soil Dynamics and Earthquake Engineering, Vol. 24, pp. 343-356
 
Alawneh, A.S., Nusier, O.K., Al-Kateeb, M. (2003): “Dependency of unit shaft resistance on in-situ stress: Observations derived from collected field data”, Geotechnical and Geological Engineering, Vol. 21, pp. 29-46
 
Byrne, B.W., Houlsby, G.T. (2003): “Foundations for Offshore Wind Turbines”, Philosophical Transactions of the Royal Society London A, Vol. 361, pp. 2909-2930
 
Paik, K., Salgado, R. (2003): “Determination of Bearing Capacity of Open-Ended Piles in Sand”, J. Geotech. Geoenviron. Eng., Vol. 129, No.1, January, pp. 46-57
 
Lesny, K., Richwien, W., Wiemann, J. (2002): “Gründungstechnische Randbedingungen für den Bau von Offshore-Windenergieanlagen in der Deutschen Bucht”, Bauingenieur, Vol. 77, pp. 431-438
 
Cesari, F.G., Rebora, A. (1994): “Optimum Design of Foundations for Offshore Wind-Turbine Generators”, Wind Engineering, Vol. 18, No.3, pp. 105-123
 
Sun, K., Pires, J.A. (1993): “Simplified Approach for Pile and Foundation Interaction Analysis”, Journal of Geotechnical Engineering, Vol. 119, No.9, September, pp. 1462-1479
 
Novak, M., Mitwally, H. (1990): “Random Response of Offshore Towers with Pile-Soil-Pile Interaction”, Journal of Offshore Mechanics and Arctic Engineering, Vol. 112, February, pp. 35-41
 
Paikowsky, S.G., Whitman, R.V., Baligh, M.M. (1989): “A New Look at the Phenomenon of Offshore Pile Plugging”, Marine Geotechnology, Vol. 8, pp. 213-230
 
Andersen, K.H., Lauritzsen, R. (1988): “Bearing Capacity for Foundations with Cyclic Loads”, Journal of Geotechnical Engineering, Vol. 114, No.5, May, pp. 540-555
 
Kerr, D. (1986): “Support Structures for an Offshore Array of Vertical Axis Wind Turbines – A Design Study”, Wind Engineering, Vol. 10, No.1, pp. 47-61
 
Ishihara, K., Yamazaki, A. (1984): “Analysis of Wave-Induced Liquefaction in Seabed Deposits of Sand”, Soils and Foundations, Vol. 24, No.3, September, pp. 85-100
 
Poulos, H.G., Chua, E.W., Hull, T.S. (1984): “Settlement of Model Footings on Calcareous Sand”, Geotechnical Engineering, Vol. 15, pp. 21-35
 
Ishihara, K., Towhata, I. (1983): “Sand Response to Cyclic Rotation of Principal Stress Directions as Induced by Wave Loads”, Soils and Foundations, Vol. 23, No.4, December, pp. 11-26
 
Okusa, S., Uchida, A. (1980): “Pore-water Pressure Change in Submarine Sediments due to Waves”, Marine Geotechnology, Vol. 4, No.2, February, pp. 145-161
 
de Ruiter, J., Beringen, F.L. (1979): “Pile Foundations for Large North Sea Structures”, Marine Geotechnology, Vol. 3, No.3, pp. 267-314
 
Silver, M.L., Seed, H.B. (1971): “Deformation Characteristics of Sands under Cyclic Loading”, Journal of the Soil Mechanics and Foundations Division, August, pp. 1081-1098
 
Axial zyklisch belastete Pfähle
 
Thomassen, K., Andersen, L.V., Ibsen, L.B. (2016): “Axial cyclic loading tests on pile segments in sand”, International Journal of Offshore and Polar Engineering, Vol. 26, No. 4, pp. 349-354
 
Achmus, M., Lemke, K., Abdel-Rahman, K., Kuo, Y.-S. (2015): “Numerical approach for the derivation of interaction diagrams for piles under cyclic axial loading”, Proceedings of the International Offshore and Polar Engineering Conference, pp. 755-760
 
Liu, Y., Huang, M.S., Li, S. (2013): “Simplified analysis of cyclic degradation of axial bearing capacity for offshore wind turbine pile foundations”, Rock and Soil Mechanics, Vol. 34, No. 9, pp. 2655-2660
 
Rücker, W., Karabeliov, K., Cuéllar, P., Baeßler, M., Georgi, S. (2013): “Großversuche an Rammpfählen zur ermittlung der tragfähigkeit unter zyklischer belastung und standzeit “, Geotechnik, Vol. 361, No.2, June, pp. 77-89
 
Li, Z., Bolton, M.D., Haigh, S.K. (2012): “Cyclic axial behaviour of piles and pile groups in sand”, Canadian Geotechnical Journal, Vol. 49, No. 9, September, pp. 1074-1087
 
Kirsch, F., Richter, Th. (2011): “Ein einfaches Näherungsverfahren zur Prognose des axial-zyklischen Tragverhaltens von Pfählen”, Bautechnik, Vol. 88, No. 2, pp. 113-120
 
Kirsch, F., Richter, Th., Mittag, J. (2011): “Zur Verwendung von Interaktionsdiagrammen beim Nachweis axial-zyklisch belasteter Pfähle”, Bautechnik, Vol. 88, No. 5
 
White, D.J., Lehane, B.M. (2004): “Friction fatigue on displacement piles in sand”, Géotechnique, Vol. 54, No.10, September, pp. 645-658
 
Reddy, E.S. B., O’Reilly, M., Chapman, D.N. (1998): “A computer package for the design of piles under cyclic tensile load”, Computers & Structures, October, pp. 149-158
 
Al-Douri, R.H., Poulos, H.G. (1995): “Predicted and Observed Cyclic Performance of Piles in Calcareous Sand”, Journal of Geotechnical Engineering, Vol. 121, No.1, January, pp. 1-16
 
Lee, C.Y., Poulos, H.G. (1993): “Cyclic analysis of axially loaded piles in calcareous soils”, Canadian Geotechnical Journal, Vol. 30, pp. 82-95
 
Poulos, H.G. (1989): “Cyclic Axially Loading Analysis of Piles in Sand”, Journal of Geotechnical Engineering, Vol. 115, No.6, June, pp. 836-852
 
Poulos, H.G. (1988): “Cyclic Stability Diagram for Axially Loaded Piles”, Journal of Geotechnical Engineering, Vol. 114, No.8, August, pp. 877-895
 
Briaud, J.-L., Felio, G.F. (1986): “Cyclic axial loads on piles: Analysis of existing data”, Canadian Geotechnical Journal, Vol. 23, pp. 362-371
 
Axial statisch belastete Pfähle
 
Ai, Z.Y., Chen, Y.F., Jiang, X.B. (2017): “Behavior of laterally and vertically loaded piles in multi-layered transversely isotropic soils”, Applied Mathematical Modelling, Vol. 51, pp. 561-573
 
Zhang, L.W., Wang, A. (2017): “Bearing behavior of multiple piles for offshore wind driven generator”, Ocean Engineering, pp. 538-548
 
Ronold, K.O. (2016): “Characteristic soil strength for axial pile capacity and its estimation with confidence for offshore applications”, Structural Safety, Vol. 63, pp. 81-89
 
Thieken, K., Achmus, M., Terceros, M., Dubois, J., Gerlach, T. (2016): “Describing Six-Degree-of-Freedom Response of Foundations Supporting OWEC Jacket Structures”, Proceedings of the 26th International Offshore and Polar Engineering Conference , pp. 745-753
 
Abhinav, K.A., Saha, N. (2015): “Coupled hydrodynamic and geotechnical analysis of jacket offshore wind turbine”, Soil Dynamics and Earthquake Engineering, Vol. 73, pp. 66-79
 
Barbosa, P., Geduhn, M., Jardine, R., Schroeder, F., Horn, M. (2015): “Full scale offshore verification of axial pile design in chalk”, 3rd International Symposium on Frontiers in Offshore Geotechnics, pp. 515-520
 
Jeong, S., Ko, J., Won, J., Lee, K. (2015): “Bearing capacity analysis of open-ended piles considering the degree of soil plugging”, Soils and Foundations, Vol. 55, No. 5, pp. 1001-1014
 
Yang, Z.X., Jardine, R.J., Guo, W.B., Chow, F. (2015): “A new and openly accessible database of tests on piles driven in sands”, Geotechnique Letters, Vol. 5, pp. 12-20
 
Igoe, D., Spagnoli, G., Doherty, P., Weixler , L. (2014): “Design of a novel drilled-and-grouted pile in sand for offshore oil&gas structures”, Marine Structures, Vol. 39, pp. 39-49
 
Shi, W., Park, H., Chung, C., Baek, J., Kim, Y., Kim, C. (2013): “Load analysis and comparison of different jacket foundations”, Renewable Energy, Vol. 54, pp. 201-210
 
Thomassen, K., Andersen, L.V., Ibsen, L.B. (2012): “Comparison of design methods for axially loaded driven piles in cohesionless soil”, Proceedings of the International Offshore and Polar Engineering Conference, Rhodes, Greece, June, pp. 705-712
 
Schneider, J.A., Xu, X., Lehane, B.M. (2008): “Database Assessment of CPT-Based Design Methods for Axial Capacity of Driven Piles in Siliceous Sands”, Journal of Geotechnical Engineering © ASCE, Vol. 134, No.9, September, pp. 1227-1244
 
Gavin, K.G., O’ Kelly, B.C. (2007): “Effect of Friction Fatigue on Pile Capacity in Dense Sand”, Journal of Geotechnical Geoenvironmental Engineering, Vol. 133, No.1, pp. 63-71
 
Jardine, R.J., Standing, J.R., Chow, F.C. (2006): “Some observations of the effects of time on the capacity of piles driven in Sand”, Géotechnique, Vol. 56, No.4, pp. 227-244
 
Yang, J. (2006): “Influence Zone for End Bearing of Piles in Sand”, J. Geotech. Geoenviron. Eng., Vol. 132, No.9, pp. 1229-1237
 
Yang, J., Tham, L.G., Lee, P.K. K., Yu, F. (2006): “Observed Performance of Long Steel H-Piles Jacked into Sandy Soils”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No.1, January, pp. 24-35
 
Lehane, B.M., Gaudin, C., Schneider, J.A. (2005): “Scale effects on tension capacity for rough piles buried in dense sand”, Géotechnique, Vol. 55, No.10, pp. 709-719
 
Klar, A., Baker, R., Frydman, S. (2004): “Seismic soil-pile interaction in liquefiable soil”, Soil Dynamics and Earthquake Engineering, Vol. 24, pp. 551-564
 
Klar, A., Frydman, S., Baker, R. (2004): “Seismic analysis of infinite pile groups in liquefiable soil”, Soil Dynamics and Earthquake Engineering, Vol. 24, pp. 565-575
 
Gavin, K.G., Lehane, B.M. (2003): “The shaft capacity of pipe piles in sand”, Canadian Geotechnical Journal, Vol. 40, pp. 36-45
 
Lee, J., Salgado, R., Paik, R. (2003): “Estimation of Load Capacity of Piles in Sand Based on Cone Pentration Test Results”, Journal of Geotechnical Geoenvironmental Engineering, Vol. 129, No.6, May, pp. 391-403
 
Paik, K., Salgado, R. (2003): “Determination of Bearing Capacity of Open-Ended Piles in Sand”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129, No.1, January, pp. 46-57
 
Paik, K., Salgado, R., Lee, J., Kim, B. (2003): “Behavior of Open- and Closed-Ended Piles Driven Into Sands”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129, No.4, April, pp. 296-306
 
Randolph, M.F. (2003): “Science and empiricism in pile foundation design”, Géotechnique, Vol. 53, No.10, pp. 847-875
 
Lehane, B.M., Gavin, K.G. (2001): “Base Resistance of Jacked Pipe Piles in Sand”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No.6, June, pp. 473-480
 
Alawneh, A.S., Malkawi, A.I. H., Al-Deeky, H. (1999): “Tension tests on smooth and rough model piles in dry sand”, Canadian Geotechnical Journal, Vol. 36, pp. 746-753
 
Bustamente, M.A., Frank, R.B. (1999): “Current French design practice for axially loaded piles”, Ground Engineering, Vol. 32, No.3, pp. 38-44
 
Lee, J.H., Salgado, R. (1999): “Determination of Pile Base Resistance in Sands”, Journal of Geotechnical Geoenvironmental Engineering, Vol. 125, No.8, August, pp. 673-683
 
Nagaoka, H., Yamazaki, M. (1999): “Toe Bearing Behaviors of Large Diameter Piles Estimated by Loading Tests of Small Diameter Piles”, Soils and Foundations, Vol. 39, No.2, April, pp. 119-130
 
Al-Mhaidib, A.I., Edil, T.B. (1998): “Model Tests for Uplift Resistance of Piles in Sand”, Geotechnical Testing Journal, Vol. 21, No.3, September, pp. 213-221
 
Chow, F.C., Jardine, R.J., Brucy, F., Nauroy, J.F. (1998): “Effects of Time on Capacity of Pipe Piles in Dense Marine Sand”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No.3, pp. 254-264
 
Foray, P., Balachkowski, L., Colliat, J.-L. (1998): “Bearing capacity of model piles driven into dense overconsolidated sands”, Canadian Geotechnical Journal, Vol. 35, pp. 374-385
 
Jardine, R.J., Overy, R.F., Chow, F.C. (1998): “Axial Capacity of Offshore Piles in Dense North Sea Sands”, Journal of Geotechnical Engineering, Vol. 124, No.2, February, pp. 171-178
 
Joer, H.A., Randolph, M.F., Gunasena, U. (1998): “Experimental Modeling of the Shaft Capacity of Grouted Driven Piles”, Geotechnical Testing Journal, Vol.21, No.3, September, pp. 159-168
 
De Nicola, A., Randolph, M.F. (1993): “Tensile and Compressive Shaft Capacity of Piles in Sand”, Journal of Geotechnical Engineering, Vol. 119, No.12, December, pp. 1952-1973
 
Lehane, B.M., Jardine, R.J., Bond, A.J., Frank, R. (1993): “Mechanics of Shaft Friction in Sand from Instrumented Pile Tests”, Journal of Geotechnical Engineering, Vol. 119, No. 1, January, pp. 19-35
 
Kraft Jr., L.M. (1991): “Performance of Axially Loaded Pipe Piles in Sand”, Journal of Geotechnical Engineering, Vol. 117, No.2
 
Kraft Jr., L.M. (1990): “Computing Axial Pile Capacity in Sands for Offshore Conditions”, Marine Geotechnology, Vol. 9, No.9, pp. 61-92
 
Paikowsky, S.G., Whitman, R.V. (1990): “The effects of plugging on pile performance and design”, Canadian Geotechnical Journal, Vol. 27, pp. 429-440
 
Robertson, P.K. (1990): “Soil classification using the cone penetration test”, Canadian Geotechnical Journal, Vol. 27, pp. 151-158
 
Paikowsky, S.G., Whitman, R.V., Baligh, M.M (1989): “A New Look at the Phenomenon of Offshore Pile Plugging”, Marine Geotechnology, Vol. 8, pp. 213-230
 
Briaud, J.-L., Tucker, L.M. (1988): “Measured and Predicted Axial Response of 98 Piles”, Journal of Geotechnical Engineering, Vol. 114, No.9, September, pp. 984-1001
 
Parry, R.H. G., Swain, C.W. (1977): “A study of skin friction on piles in stiff clay”, Ground Engineering, Vol. 10, No.8, November, pp. 33-37
 
Lateral zyklisch belastete Pfähle
 
Achmus, M., Abdel-Rahman, K., Schaefer, D., Kuo, Y.-S., Chung, C.-Y., Tseng, Y.-H. (2017): “Capacity Degradation Method for Driven Steel Piles under Cyclic Axial Loading”, Proceedings of the International Offshore and Polar Engineering Conference, San Francisco, USA, pp. 362-368
 
Albiker, J., Achmus, M., Frick, D., Flidt, F. (2017): “1g Model Tests on the Displacement Accumulation of Large-Diameter Piles Under Cyclic Lateral Loading”, Geotechnical Testing Journal, Vol. 40, No. 2
 
Arshad, M., O’Kelly, B.C. (2017): “Model Studies on Monopile Behavior under Long-Term Repeated Lateral Loading”, International Journal of Geomechanics, Vol. 17, No. 1
 
Barari, A., Bagheri, M., Rouainia, M., Ibsen, L.B. (2017): “Deformation mechanism for offshore monopile foundations accounting for cyclic mobility effects”, Soil Dynamics and Earthquake Engineering, Vol. 97, pp. 439-453
 
Ma, H., Yang, J., Chen, L. (2017): “Numerical analysis of the long-term performance of offshore wind turbines supported by monopiles”, Ocean Engineering, Vol. 136, pp. 94-105
 
Depina, I., Hue Le, T.M., Eiksund, G:, Benz, T. (2015): “Behavior of cyclically loaded monopile foundations for offshore wind turbines in heterogeneous sands”, Computers and Geotechnics, Vol. 65, pp. 266-277
 
Kim, K., Nam, B.H., Yuon, H. (2015): “Effect of Cyclic Loading on the Lateral Behavior of Offshore Monopiles Using the Strain Wedge Model”, Mathematical Problems in Engineering, Vol. 2015, pp. Article number 485319
 
Achmus, M., Albiker, J. (2014): “Prediction of accumulated deformations of cyclic laterally loaded piles in sand”, Numerical Methods in Geotechnical Engineering – Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, Delft, Netherlands, June, pp. 1225-1230
 
Bisoi, S., Haldar, S. (2014): “Dynamic analysis of offshore wind turbine in clay considering soil–monopile–tower interaction”, Soil Dynamics and Earthquake Engineering, Vol. 63, pp. 19-35
 
Burlon, S., Mroueh, H., Cao , J.P. (2014): “Skipped cycles’ method for studying cyclic loading and soil–structure interface”, Computers and Geotechnics, Vol. 61, pp. 209-220
 
Cuéllar, P., Mira, P., Pastor, M., Fernández Merodo, J.A., Baeßler, M., Rücker, W. (2014): “A numerical model for the transient analysis of offshore foundations under cyclic loading”, Computers and Geotechnics, Vol. 59, pp. 75-86
 
Damgaard, M., Bayat, M., Andersen, L.V., Ibsen , L.B. (2014): “Assessment of the dynamic behaviour of saturated soil subjected to cyclic loading from offshore monopile wind turbine foundations”, Computers and Geotechnics, Vol. 61, pp. 116-126
 
Heidari, M., Jahanandish, M., Naggar, H.E., Ghahramani, A. (2014): “Nonlinear cyclic behavior of laterally loaded pile in cohesive soil”, Canadian Geotechnical Journal, Vol. 51, No. 2, February, pp. 129-143
 
Nicolai, G., Ibsen, L.B. (2014): “Small-scale testing of cyclic laterally loaded monopiles in dense saturated sand”, Proceedings of the International Offshore and Polar Engineering Conference, Busan, South Korea, June, pp. 731-736
 
Pappusetty, D., Pando, M.A. (2014): “Finite element analyses of offshore monopile deflection accumulation under harmonic loading”, Geotechnical Special Publication, No. 233, pp. 585-596
 
Rudolph, C., Grabe, J., Bienen, B. (2014): “Response of monopiles under cyclic lateral loading with a varying loading direction”, Physical Modelling in Geotechnics – Proceedings of the 8th International Conference on Physical Modelling in Geotechnics, Vol. 1, Perth, Australia, January, pp. 453-458
 
Rudolph, C., Grabe, J. (2013): “Untersuchungen zu zyklisch horizontal belasteten Pfählen bei veränderlicher Lastrichtung”, Geotechnik, Vol. 36, No. 2, pp. 90-95
 
Bhattacharya, S., Nikitas, N., Garnsey, J., Alexander, N.A., Cox, J., Lombardi, D., Muir Wood, D., Nash, D.F. T. (2013): “Observed dynamic soil-structure interaction in scale testing of offshore wind turbine foundations”, Soil Dynamics and Earthquake Engineering, Vol. 54, pp. 47-60
 
De Blaeij, T., Dijkstra, J. (2013): “Investigation into the effect of pile installation on cyclic lateral capacity of monopoles”, Installation Effects in Geotechnical Engineering – Proceedings of the International Conference on Installation Effects in Geotechnical Engineering, Rotterdam, Netherlands, March, pp. 169-175
 
Depina, I., Le, T.M.H., Eiksund, G., Benz, T. (2013): “Cyclic behavior of laterally loaded piles in soils with variable properties”, Proceedings of the International Offshore and Polar Engineering Conference, Anchorage, U.S.A., July, pp. 583-588
 
Kuo, K.A., Hunt, H.E. M. (2013): “Dynamic models of piled foundations”, Applied Mechanics Reviews, Vol. 65, No. 3
 
Lombardi, D., Bhattacharya, S., Muir Wood, D. (2013): “Dynamic soil-structure interaction of monopile supported wind turbines in cohesive soil”, Soil Dynamics and Earthquake Engineering, Vol. 49, pp. 165-180
 
Roesen, H.R., Ibsen, L.B., Hansen, M., Wolf, T.K., Rasmussen, K.L. (2013): “Laboratory testing of cyclic laterally loaded pile in cohesionless soil”, Proceedings of the International Offshore and Polar Engineering Conference, Anchorage, U.S.A., July, pp. 594-601
 
Rudolph, C., Grabe, J. (2013): “Untersuchungen zu zyklisch horizontal belasteten Pfählen bei veränderlicher Lastrichtung”, Geotechnik, Vol. 36, No. 2, June, pp. 90-95
 
Triantafyllidis, T. (2013): “Zur Verformungsprognose von Monopile-Gründungen infolge zyklischer Belastung mit veränderlicher Amplitude”, Bautechnik, Vol. 90, No. 2, pp. 120-130
 
Cuéllar, P., Baeßler, M., Georgi, S., Rücker, W. (2012): “Porenwasserdruckaufbau und Bodenentfestigung um Pfahlgründungen von Offshore-Windenergieanlagen”, Bautechnik, Vol. 89, No. 9, pp. 585-593
 
Memarpour, M., Kimiaei, M., Shayanfar, M., Khanzad, M. (2012): “Cyclic lateral response of pile foundations in offshore platforms”, Computers and Geotechnics, Vol. 42, pp. 180-192
 
Thieken, K., Achmus, M. (2012): “Untersuchung der Interaktionsbeziehungen kombiniert belasteter Pfähle in bindigen und nichtbindigen Böden”, Geotechnik, Vol. 35, No. 4
 
Xia, H.-S., Zhang, C.-R., Yu, J., Huang, M.-S. (2012): “2D simplified analysis of cyclic degradation of lateral bearing capacity for the pile foundation of offshore wind turbine”, Yantu Lixue/Rock and Soil Mechanics, Vol. 33, No. 1, September, pp. 303-308
 
Achmus, M. (2011): “Bemessung von Monopiles für die Gründung von Offshore – Windenergieanlagen: Konzepte und offene Fragen”, Bautechnik, Vol. 88, No. 9, pp. 602-616
 
Seidel, M., Coronel, C. (2011): “A new approach for assessing offshore piles subjected to cyclic axial loading”, Geotechnik, Vol. 34, pp. 276-284
 
Tasan, E., Rackwitz, F., Glasenapp, R. (2011): “Ein Bemessungsmodell für Monopilegründungen unter zyklischen Horizontallasten”, Bautechnik, Vol. 88, No. 5, pp. 301-318
 
Tasan, E., Rackwitz, F., Savidis, S. (2011): “Experimentelle Untersuchungen zum Verhalten von zyklisch horizontal belasteten Monopiles”, Bautechnik, Vol. 88, No. 5, pp. 102-112
 
Wichtmann, T., Triantafyllidis, T. (2011): “Prognose der Langzeitverformungen für Gründungen von Offshore-Windenergieanlagen mit einem Akkumulationsmodell”, Bautechnik, Vol. 88, No. 11, pp. 765-781
 
LeBlanc, C., Byrne, B.W., Houlsby, G.T. (2010): “Response of stiff piles to random two-way lateral loading”, Géotechnique, Vol. 60, No.9, pp. 715-721
 
Tasan, H.E., Rackwitz, F., Savidis, S. (2010): “Porenwasserdruckakkumulation bei zyklisch horizontal belasteten Monopiles mit großen Durchmessern”, Bautechnik, Vol. 87, No. 8, Berlin, Germany, pp. 449-461
 
Achmus, M., Kuo, Y.-S., Abdel-Rahman, K. (2009): “Behaviour of monopile foundations under cyclic lateral load”, Computers and Geotechnics, Vol. 36, pp. 725-735
 
Cuéllar, P., Baeßler, M., Rücker, W. (2009): “Ratcheting convective cells of sand grains around offshore piles under cyclic lateral loads”, Granular Matter, Vol. 11, No.6, September, pp. 379-390
 
Leblanc, C., Houlsby, G.T., Byrne, B.W. (2009): “Response of stiff piles in sand to long-term cyclic lateral loading”, Géotechnique, Vol. 60, No.2, December, pp. 79-90
 
Achmus, M., Kuo, Y.-S., Abdel-Rahman, K. (2008): “Zur Bemessung von Monopiles für zyklische Lasten”, Bauingenieur, Vol. 83, Hannover, Germany, August, pp. 303-311
 
Dührkop, J., Grabe, J. (2008): “Monopilegründungen von Offshore-Windenergieanlagen – Zum Einfluss einer veränderlichen zyklischen Lastangriffsrichtung”, Bautechnik, Vol. 85, No. 5, Berlin, Germany, pp. 317-321
 
Gavin, K.G., O’Kelly, B.C. (2007): “Effect of Friction Fatigue on Pile Capacity in Dense Sand”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 133, No.1, January, pp. 63-71
 
Cole, R.T., Rollins, K.M. (2006): “Passive Earth Pressure Mobilization during Cyclic Loading”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No.9, September, pp. 1154-1164
 
Peng, J.-R., Goldsmith Clarke, B., Rouainia, M. (2006): “A Device to Cyclic Lateral Loaded Model Piles”, Geotechnical Testing Journal, Vol. 29, No.4, West Conshohocken, U.S.A.
 
Hutchinson, T.C., Chai, Y.H., Boulanger, R.W. (2005): “Simulation of Full-Scale Cyclic Lateral Load Tests on Piles”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No.9, September, pp. 1172-1175
 
Mayoral, J.M., Pestana, J.M., Seed, R.B. (2005): “Determination of Multidirectional p-y Curves for Soft Clays”, Geotechnical Testing Journal, Vol. 28, No.3, West Conshohocken, U.S.A.
 
Grabe, J., Dührkop, J., Mahutka, K.-P. (2004): “Monopilegründungen von Offshore-Windenergieanlagen – zur Bildung von Porenwasserüberdrücken aus zyklischer Belastung”, Bauingenieur, Vol. 79, No. 9, pp. 418-423
 
Verdure, L., Garnier, J., Levacher, D. (2003): “Lateral Cyclic Loading of Single Piles in Sand”, International Journal of Physical Modelling in Geotechnics, Vol. 3, May, pp. 17-28
 
Rajashree, S.S., Sitharam, T.G., Rajashree, S.S., Sitharam, T.G. (2001): “Nonlinear Finite-Element Modeling of Batter Piles under Lateral Load”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No.7, July, pp. 604-612
 
Bea, R.G., Jin, Z., Valle, C., Ramos, R. (1999): “Evaluation of Reliability of Platform Pile Foundations”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No.8, August, pp. 696-704
 
Bruno, D., Randolph, M.F. (1999): “Dynamic and Static Load Testing of Model Piles Driven into Dense Sand”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No.11, November, pp. 988-998
 
Lin, S.-S., Liao, J.-C. (1999): “Permanent Strains of Piles in Sand due to Cyclic Lateral Loads”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No.9, pp. 798-802
 
Fakharian, K., Evgin, E. (1997): “Cyclic Simple-Shear Behavior of Sand-Steel Interfaces under Constant Normal Stiffness Condition”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No.12, December, pp. 1096-1105
 
Rajashree, S.S., Sundaravadivelu, R. (1996): “Degradation Model for One-way Cyclic Lateral Load in Piles in Soft Clay”, Computers and Geotechnics, Vol. 19, No.4, pp. 289-300
 
Mayne, P.W., Kulhawy, F.H., Trautmann, C.H. (1995): “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay”, Journal of Geotechnical Engineering, Vo. 121, No.12, December, pp. 827-835
 
Long, J.H., Vanneste, G. (1994): “Effects of Ciclic Lateral Loads in Piles in Sand”, Journal of Geotechnical Engineering, Vol. 120, No.1, pp. 225-244
 
Rao, S.N., Rao, K.M. (1993): “Behaviour of Rigid Piles in Marine Clays under Lateral Cyclic Loading”, Ocean Engineering, Vol. 20, No.3, pp. 281-293
 
Poulos, H.G., Sim, K.B. (1990): “Engineered Piles to improve Cyclic Load Capacity”, Marine Geotechnology, Vol. 9, pp. 131-140
 
Ming, G., Jinzhen, C., Guofang, Z., Huolang, F. (1989): “Soil-Pile Interaction under Static, Dynamic and Cyclic Lateral Loads and a Proposal of p-y Curve Formula”, China Ocean Engineering, Vol. 3, No.3, pp. 259-270
 
Sawicki, A., Swidzinski, W. (1989): “Mechanics of a Sandy Subsoil Subjected to Cyclic Loadings”, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 13, pp. 511-529
 
Chan, S.-F., Hanna, T.H. (1980): “Repeated Loading On Single Piles in Sand”, Journal of the Geotechnical Engineering Division, February, pp. 171-188
 
Fayans, B.L., Barvashov, V.A., Luchkovskii, I.Y., Lekumovich, G.S., Mets, M.A. (1978): “Effect of Cyclic Horizontal Loads on the Behaviour of Piles”, Soil Mechanics and Foundation Engineering, Vol. 15, No. 3, May, pp. 172-175
 
Lateral statisch belastete Pfähle
 
Sheil, B., Finnegan, W., Sheil, B., Finnegan, W. (2017): “Numerical Simulations of Wave–Structure–Soil Interaction of Offshore Monopiles”, International Journal of Geomechanics, Vol. 17, No. 1
 
Sheil, B.B., McCabe, B.A. (2017): “Biaxial Loading of Offshore Monopiles: Numerical Modeling”, International Journal of Geomechanics, Vol. 17, No. 2
 
Yu, J., Huang, M., Leung, C.F., Li, S. (2017): “Upper bound solution of laterally loaded rigid monopile in normally consolidated clay”, Computers and Geotechnics, Vol. 91, pp. 131-145
 
Zhang, Q., Zhou, X.L., Wang, J.H., Guo, J.J. (2017): “Wave-induced seabed response around an offshore pile foundation platform”, Ocean Engineering, Vol. 130, pp. 567-582
 
Zhang, Y., Andersen, K.H. (2017): “Scaling of lateral pile p-y response in clay from laboratory stress-strain curves”, Marine Structures, Vol. 53, pp. 124-135
 
Achmus, M., Terceros, M., Thieken, K. (2016): “Evaluation of p-y Approaches for Large Diameter Monopiles in Soft Clay”, Proceedings of the 26th International Offshore and Polar Engineering Conference, pp. 805-816
 
Ahmen, S.S:, Hawlader, B. (2016): “Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines”, International Journal of Geomechanics, Vol. 16, No. 5
 
Bayton, S.M., Black, J.A. (2016): “Evaluating the p – y Curve Method of Analysis for Large-Diameter Monopiles Using Centrifuge Modelling”, Geo-Chicago 2016: Geotechnics for Sustainable Energy, pp. 418-428
 
Choo, Y.W., Kim, D. (2016): “Experimental Development of the p-y Relationship for Large-Diameter Offshore Monopiles in Sands: Centrifuge Tests”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 142, No. 1
 
Lin, C., Bennett, C., Parsons, R.L. (2016): “Analysis of laterally loaded piles in soft clay considering scour-hole dimensions”, Ocean Engineering, Vol. 111, pp. 461-470
 
Liu, R., Zhou, L., Lian, J.J., Ding, H.Y. (2016): “Behavior of monopile foundations for offshore wind farms in sand”, Coastal and Ocean Engineering, Vol. 142, No. 1
 
Prendergast, L.J., Gavin, K. (2016): “A comparison of initial stiffness formulations for small-strain soil-pile dynamic Winkler modelling”, Soil Dynamics and Earthquake Engineering, Vol. 81, pp. 27-41
 
Arshad, M., O’Kelly, B.C. (2015): “Analysis and Design of Monopile Foundations for Offshore Wind-Turbine Structures”, Marine Georesources and Geotechnology, (Articles not published yet, but available online)
 
Carswell, W., Johansson, J., Løvholt, F., Arwade, S.R., Madshus, C., DeGroot, D.J., Myers, A.T. (2015): “Foundation damping and the dynamics of offshore wind turbine monopiles”, Renewable Energy, Vol. 80, pp. 724-736
 
Liang, F., Zhang, H., Wang, J. (2015): “Variational solution for the effect of vertical load on the lateral response of offshore piles”, Ocean Engineering, Vol. 99, pp. 23-33
 
Liu, J.C., Xiong, G., Zhu, B., Ying, P.P. (2015): “Bearing capacity and deflection behaviors of large diameter monopile foundations in sand seabed”, Rock and Soil Mechanics, Vol. 36, No. 2, pp. 591-599
 
Schmoor, K.A., Achmus, M. (2015): “Optimum Geometry of Monopiles With Respect to the Geotechnical Design”, International Journal of Ocean and Wind Energy (JOWE), Vol. 2, No. 1, pp. 54-60
 
Thieken, K., Achmus, M., Lemke, K. (2015): “A new static p-y approach for piles with arbitrary dimensions in sand”, Geotechnik, Vol. 38, pp. 267-288
 
Thieken, K., Achmus, M., Lemke, K., Terceros, M. (2015): “Evaluation of p-y Approaches for Large Diameter Monopiles in Sand”, International Journal of Offshore and Polar Engineering, Vol. 25, No. 2, pp. 134-144
 
Choo, Y.W., Kim, D., Park, J.-H., Kim, J.-H., Kim, D.-S. (2014): “Lateral response of large-diameter monopiles for offshore wind turbines from centrifuge model tests”, Geotechnical Testing Journal, Vol. 37, No. 1, January
 
Suryasentana, S.K., Lehane, M.B. (2014): “Numerical derivation of CPT-based p-y curves for piles in sand”, Geotechnique, Vol. 64, No. 3, March, pp. 186-194
 
Thieken, K., Achmus, M., Schmoor, K.A. (2014): “On the ultimate limit state design proof for laterally loaded piles”, Geotechnik, Vol. 37, No. 1, March, pp. 19-31
 
Versteijlen, W.G., Van Dalen, K.N., Metrikine, A.V., Hamre, L. (2014): “Assessing the small-strain soil stiffness for offshore wind turbines based on in situ seismic measurements”, Journal of Physics: Conference Series, Vol. 524, No. 1, Copenhagen, Denmark, June, pp. Article number 012088
 
Haiderali, A.E., Madabhushi, G.S.P. (2013): “Evaluation of the p-y method in the design of monopiles for offshore wind turbines”, Offshore Technology Conference, Vol.3, Houston, U.S.A., May, pp. 1824-1844
 
Ibsen, L.B., Roesen, H.R., Wolf, T.K., Hansen, M., Rasmussen, K.L. (2013): “Assessment of p-y curves from numerical methods for a non-slender monopile in cohesionless soil”, Proceedings of the International Offshore and Polar Engineering Conference, Anchorage, U.S.A., July, pp. 436-443
 
Klinkvort, R.T., Hededal, O., Springman, S.M. (2013): “Scaling issues in centrifuge modelling of monopiles”, International Journal of Physical Modelling in Geotechnics, Vol. 13, No. 2, June, pp. 38-49
 
Li, F., Han, J., Lin, C. (2013): “Effect of Scour on the Behavior of Laterally Loaded Single Piles in Marine Clay”, Marine Georesources and Geotechnology, Vol. 31, No. 3, July, pp. 271-289
 
Sørensen, S.P.H., Ibsen, L.B. (2013): “Assessment of foundation design for offshore monopiles unprotected against scour”, Ocean Engineering, Vol. 63, pp. 17-25
 
Achmus, M. (2012): “Zum Tragfähigkeitsnachweis für horizontal belastete Pfähle für die Grenzzustände GEO-2 und GEO-3″, Geotechnik, Vol. 35, No. 2
 
Doherty, P., Gavin, K. (2012): “Laterally loaded monopole design for offshore wind farms”, Proceedings of Institution of Civil Engineers, Vol. 165, No. 1, February, pp. 7-17
 
Rudolph, C., Mahutka, K.-P. (2011): “Horizontale Dynamische Pfahltests – Studie zur Reproduzierbarkeit”, Geotechnik, Vol. 34, No. 1, pp. 59-62
 
Augustesen, A.H., Sörensen, S.P.H., Ibsen, L.B., Andersen, L., Möller, M., Brödbaek, (2010): “Comparison of calculation approaches for monopiles for offshore wind turbines”, Numerical Methods in Geotechnical Engineering, pp. 901-906
 
Sørensen, S.P.H., Ibsen, L.B., Ausgustesen, A.H. (2010): “Effects of diameter on initial stiffness of p-y curves for large-diameter piles in sand”, Numerical Methods in Geotechnical Engineering, pp. 907-912
 
He, L., Elgamal, A., Abdoun, T., Abe, A., Dobry, R., Hamado, M., Menses, J., Sato, M., Shantz, T., Tokimatsu, K. (2009): “Liquefaction-Induced Lateral Load on Pile in a Medium Dr Sand Layer”, Journal of Earthquake Engineering, Vol. 13, pp. 916-938
 
Basu, D., Salgado, R. (2007): “Method of Initial Parameters for Laterally Loaded Piles Embedded in Layered Soils”, Geomechanics and Geoengineering: An International Journal, Vol. 2, No.4, December, pp. 281-294
 
Bouafia, A. (2007): “Single piles under horizontal loads in sand: determination of P-Y curves from the prebored pressuremeter test”, Geotechnical and Geological Engineering, Blida, Algeria
 
Pender, M.J., Carter, D.P., Pranjoto, S. (2007): “Diameter Effects on Pile Head Lateral Stiffness and Site Investigation Requirements for Pile Foundation Design”, Journal of Earthquake Engineering, Vol. 11, pp. 1-12
 
Zhang, Lianyang, Silva, Francisco, Grismala, Ralph (2006): “Ultimate Lateral Resistence to Piles in Cohesionless Soils”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No.8, pp. 1108-1109
 
Bhattacharya, S., Bolton, M.D., Madabhushi, S.P. G. (2005): “A Reconsideration of the Safety of Piled Bridge Foundations in Liquefiable Soils”, Soils and Foundations, Vol. 13, No.4, August, pp. 13-25
 
Cho, Nam-Jun, Kulhawy, F.H. (2005): “A Review on Ultimate Lateral Capacity Prediction of Rigid Drilles Shafts Installed in Sand”, Jour. of the KGS, Vol 21, No.2, pp. 113-120
 
Grabe, J., Mahutka, K.-P. (2005): “Abschätzung der horizontalen Bettung mittels dynamischer Pfahlprüfung”, Bautechnik, Vol. 82, No. 4, pp. 227-235
 
Grabe, J., Mahutka, K.-P., Dührkop, J. (2005): “Monopilegründungen von Offshore-Windenergieanlagen – Zum Ansatz der Bettung”, Bautechnik, Vol. 82, No. 1, pp. 1-10
 
Phoon, K.-K., Kulhawy, F.H. (2005): “Characterisation of model uncertains for laterally loaded rigid drilled shafts”, Géotechnique, Vol. 55, No.1, pp. 45-54
 
Rollins, K.M., Clayton, R.J., Mikesell, R.C., Blaise, B.C. (2005): “Drilled Shaft Side Friction in Gravelly Soils”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No.8, August, pp. 987-1003
 
Yang, Z., Jeremiæ, B. (2005): “Study of Soil Layering Effects on Lateral Loading Behavios of Piles”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No.6, June, pp. 762-770
 
Ashour, Mohamed, Norris, Gary, Pilling, Patrick (2004): “Discussion of ‘‘Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups”", Journal of Bridge Engineering, May, pp. 310-311
 
Mostafa, Y.E., El Naggar, M.H. (2004): “Response of fixed offshore platforms to wave and current loading including soil-structure interaction”, Soil Dynamics and Earthquake Engineering, Vol. 24, pp. 357-368
 
Ooi, P.S. K., Chang, B.K. F., Wang, S. (2004): “Simplified Lateral Load Analyses of Fixed-Head Piles and Pile Groups”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No.11, November, pp. 1140-1151
 
Sadek, M., Isam, S. (2004): “Three-dimensional finite element analysis of the seismic behaviour of inclined micropiles”, Soil Dynamics and Earthquake Engineering, Vol. 24, pp. 473-785
 
Anderson, J.Brian, Townsend, F.C., Grajales, B. (2003): “Case History Evaluation of Laterally Loaded Piles”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129, No.3, pp. 187-196
 
Ashford, S.A., Juirnarongrit, T. (2003): “Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129, No.3, pp. 234-242
 
Ashour, Mohamed, Norris, Gary, Pilling, Patrick (2002): “Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups”, Journal of Bridge Engineering, Vol. 7, No.4, pp. 245-254
 
Anderson, J.Brian, Townsend, F.C. (2001): “SPT and CPT Testing for Evaluating Lateral Loading of Deep Foundations”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 27, No.11, November, pp. 920-925
 
Ng, C.W. W., Zhang, L., Nip, D.C. N. (2001): “Response of Laterally Loaded Large-Diameter Bored Pile Groups”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No.8, August, pp. 658-669
 
Ashour, Mohamed, Norris, Gary (2000): “Modeling Lateral Soil-Pile Response Based on Soil-Pile Interaction”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No.5, May, pp. 420-428
 
Boulanger, R.W., Curras, C.J., Kutter, B.L., Wilson, D.W., Abghari, A. (1999): “Seismic Soil-Pile-Structure Interaction Experiments and Analysis”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No.9, pp. 750-759
 
Bransby, M.F. (1999): “Selection of P-y Curves for the Design of Single Laterally Loaded Piles”, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 23, pp. 1909-1926
 
Kim, B.-T., Kim, Y.-S. (1999): “Back Analysis for Prediction and Behavior of Laterally Loaded Single Piles in Sand”, KSCE Journal of Civil Engineering, Vol. 3, No.3, pp. 273-288
 
Prasad, Y.V. S. N., Chari, T.R. (1999): “Lateral Capacity of Model Rigid Piles in Cohesionless Soils”, Soils and Foundations (Japanese Geotechnical Society), Vol. 39, No.2, April, pp. 21-29
 
Ashour, Mohamed, Norris, Gary, Pilling, Patrick (1998): “Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No.4, April, pp. 303-315
 
McVay, Michael, Zhang, Limin, Molnit, Thomas, Lai, Peter (1998): “Centrifuge Testing of Large Laterally Loaded Pile Groups in Sands”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No.10, October, pp. 1016-1026
 
Briaud, Jean-Louis (1997): “Sallop: Simple Approach for Lateral Loads on Piles”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No.10, pp. 958-963
 
Maugeri, M., Castelli, F. (1997): “Nonlinear Lateral Pile Deflection Prediction in Sands”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 122, No.2, July, pp. 676-680
 
Bransby, M.F. (1996): “Difference Between Load-Transfer Relationships for Laterally Loaded Pile Groups : Active p-y or Passive p-d”, Journal of Geotechnical Engineering, Vol. 122, No. 12, December, pp. 1015-1018
 
Brettmann, T., Duncan, J.M. (1996): “Computer Application of CLM Lateral Load Analysis to Piles and Drilled Shafts”, Journal of Geotechnical Engineering, Vol. 122, No.6, June, pp. 496-498
 
Prakash, S., Kumar, S. (1996): “Nonlinear Lateral Pile Deflection Prediction in Sands”, Journal of Geotechnical Engineering, Vol. 122, No.2, pp. 130-138
 
McVay, Michael, Casper, Robert, Shang, Te-I (1995): “Lateral Response of Three-Row Groups in Loose to Dense Sands at 3D and 5D Pile Spacing”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 121, No.5, May, pp. 436-441
 
Duncan, J.M., Evans Jr., L.T., Ooi, P.S. K. (1994): “Lateral Load Analysis of Single Piles and Drilled Shafts”, Journal of Geotechnical Engineering, Vol. 120, No.5, pp. 1018-1033
 
Sun, K. (1994): “A Numerical Method for Laterally Loaded Piles”, Computers and Geotechnics, Vol. 16, pp. 263-289
 
Turner, J.P., Kulhawy, F.H. (1994): “Physical Modeling of Drilled Shaft Side Resistance in Sand”, Geotechnical Modeling Journal, September, pp. 282-290
 
Murff, J.D., Hamilton, J.M. (1993): “P-Ultimate for Undrained Analysis of Laterally Loaded Piles”, Journal of Geotechnical Engineeríng, Vol. 119, No.1, January, pp. 91-107
 
Rojas-Gonzales, L.F., DiGioia Jr., A.M., Longo, V.J. (1991): “A New Design Approach for Direct Embedment Foundations”, IEEE Transactions on Power Delivery, Vol. 6, No.3, July, pp. 1336-1342
 
Muqtadir, A., Desai, C.S. (1986): “Three-Dimensional Analysis of a Pile-Group Foundation”, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 10, pp. 41-58
 
DiGioia Jr., A.M., Davidson, H.L., Donovan, T.D. (1983): “Design of Laterally Loaded Drilled Piers”, IEEE Transactions on Power Apparatus and Systems, Vol. PAS-102, No.1, January, pp. 186-194
 
Randolph, M.F. (1981): “The Response of Flexible Piles to Lateral Loading”, Géotechnique, Vol. 31, No.2, pp. 247-259
 
Kagawa, T., Kraft Jr., L.M. (1980): “Lateral Load-Deflection Relationships of Piles Subjected to Dynamic Loadings”, Soils and Foundations, Vol. 36, No.4, December, pp. 19-36
 
Matlock, H., Reese, L.C. (1960): “Generalized Solutions for Laterally Loaded Piles”, Journal of the Soil Mechanics and Foundation Division, October, pp. 63-91
 
Lateral belastete Flügelpfähle
 
Rudolph, C., Grabe, J. (2013): “Laterally loaded piles with wings – In situ testing with cyclic loading from varying directions”, Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering, Vol. 6, Nantes, France, June, pp. Article number V006T10A002
 
Dührkop, J., Grabe, J., Bienen, B., White, D.J., Randolph, M. (2010): “Centrifuge experiments on laterally loaded piles with wings”, Proc. of Int. Conf. on Physical Modelling in Geotechnics (ICPMG), Vol. 2, Zürich, Switzerland, pp. 919-924
 
Dührkop, J., Grabe, J. (2009): “Design of Laterally Loaded Piles with Bulge”, Proc. of Int. Conf. on Ocean, Offshore and Artic Engineering (OMAE), Honolulu , USA
 
Dührkop, J., Grabe, J. (2009): “Zum Tragverhalten von horizontal belasteten Flügelpfählen”, Bautechnik, Vol. 86, No. 12, pp. 756-764
 
Buckets, Installation
 
Chen, F., Lian, J., Wang, H., Liu, F., Zhao, Y. (2017): “Large-scale experimental investigation of the installation of suction caissons in silt sand”, Applied Ocean Research, Vol. 60, pp. 109-120
 
Jin, Z., Yin, Z.-Y., Kotronis, P., Jin, Y.-F. (2017): “Numerical Analysis of a Suction Bucket Penetrating in Sand with a Combined Lagrangian – SPH Approach”, Procedia Engineering, Vol. 175, pp. 189-196
 
Zhang, , Guo, , Liu, , Ding, (2016): “Experimental study on installation of hybrid bucket foundations for offshore wind turbines in silty clay”, Ocean Engineering, Vol. 114, pp. 87-100
 
Zhang, P.A., Zhang, Z.B., Liu, Y.B., Ding, H.A. (2016): “Experimental study on installation of composite bucket foundations for offshore wind turbines in silty sand”, Journal of Offshore Mechanics and Arctic Engineering, Vol. 136, No. 6
 
Ding, H., Liu, Y., Zhang, P., Le, C. (2015): “Model tests on the bearing capacity of wide-shallow composite bucket foundations for offshore wind turbines in clay”, Ocean Engineering, Vol. 103, pp. 114-122
 
Ibsen, L., Barari, A., Larsen, K. (2015): “Effect of Embedment on the Plastic Behavior of Bucket Foundations”, Journal of Waterway, Port, Coastal, and Ocean Engineering, Vol. 141, No. 6
 
Xu, G., Gu, X., Ren, G., Cai, Z. (2014): “Centrifuging for penetration of ellipse suction bucket of breakwater into clay ground”, Geotechnical Special Publication, No. 240, Shanghai , China, May, pp. 291-300
 
Randolph, M.F., Gaudin, C., Gourvenec, S.M., White, D.J., Boylan, N., Cassidy, M.J. (2011): “Recent advances in offshore geotechnics for deep water oil and gas developments”, Ocean Engineering, Vol. 38, pp. 818-834
 
Gonzalo Vásquez, L.F., Maniar, D.R., Tassoulas, J.L. (2010): “Installation and Axial Pullout of Suction Caissons: Numerical Modeling”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 136, No.8, August, pp. 1137-1147
 
Ibsen, L.B., Thilsted, C.L. (2010): “Numerical study of piping limits for installation of large diameter buckets in layered sand”, Numerical Methods in Geotechnical Engineering, pp. 921-926
 
Senders, M., Randolph, M.F. (2009): “CPR-Based Method for the Installation of Suction Caissons in Sand”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 135, No.1, January, pp. 14-25
 
Tran, M.N., Randolph, M.F., Airey, D.W. (2007): “Installation of Suction Caissons in Sand with Silt Layers”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 133, No.10, October, pp. 1183-1191
 
Puzrin, A.M., Houlsby, G.T. (2001): “Fundamentals of kinematic hardening hyperplasticity”, International Journal of Solids and Structures, Vol. 38, pp. 3771-3794
 
Pinna, R., Ronalds, B.F. (2000): “Hydrostatic buckling of shells with various boundary conditions”, Journal of Construction Steel Research, Vol. 56, pp. 1-16
 
Buckets, Tragverhalten
 
Bagheri, P., Son, S.W., Kim, J.M. (2017): “Investigation of the load-bearing capacity of suction caissons used for offshore wind turbines”, Applied Ocean Research, Vol. 67, pp. 148-161
 
Jia, N., Ding, H., Zhang, P., Liu, J. (2017): “The Seismic Response of Composite Bucket Foundation for Offshore Wind Turbines under Scour Conditions”, Proceedings of the International Offshore and Polar Engineering Conference, San Francisco, USA, pp. 344-350
 
Liu, M., Lian, J., Yang, M. (2017): “Experimental and numerical studies on lateral bearing capacity of bucket foundation in saturated sand”, Ocean Engineering, Vol. 144, pp. 14-20
 
Wang, X., Yang, Y., Zeng, X. (2017): “Centrifuge modeling of lateral bearing behavior of offshore wind turbine with suction bucket foundation in sand”, Ocean Engineering, Vol. 139, pp. 140-151
 
Wang, X., Yang, Y., Zeng, X. (2017): “Lateral response of improved suction bucket foundation for offshore wind turbine in centrifuge modelling”, Ocean Engineering, Vol. 141, pp. 295-307
 
Ehrmann, A., Penner, N., Gebhardt, C.G., Rolfes, Raimund (2016): “Offshore Support Structures with Suction Buckets: Parameter Fitting of a Simplified Foundation Model”, Proceedings of the International Offshore and Polar Engineering Conference, Rhodes, Greece, pp. 52-59
 
Foglia, A., Ibsen, L.B. (2016): “Monopod bucket foundations under cyclic lateral loading”, International Journal of Offshore and Polar Engineering, Vol. 26, No. 2, pp. 109-115
 
Park, J.-S., Park, D., Yoo, J.-K. K. (2016): “Vertical bearing capacity of bucket foundations in sand”, Ocean Engineering, Vol. 121, pp. 453-461
 
Foglia, A., Gottardi, G., Govoni, L., Ibsen, L.B. (2015): “Modelling the drained response of bucket foundations for offshore wind turbines under general monotonic and cyclic loading”, Applied Ocean Research, Vol. 52, pp. 80-91
 
Taşan, H.E. (2015): “Numerical investigations on the behaviour of suction bucket foundations under cyclic axial compressive loads”, Bautechnik, Vol. 92, No. 9, pp. 595-604
 
Wu, K., Fan, Q. (2015): “Study on bearing capacity of bucket foundation subjected to horizontal loading”, Journal of Coastal Research, Vol. 73, pp. 511-515
 
Achmus, M., Schröder, C. (2014): “Installation und Tragverhalten von Bucketgründungen für Offshorebauwerke”, Bautechnik, Vol. 91, No. 9, September, pp. 597-608
 
Achmus, M., Thieken, K. (2014): “Numerical simulation of the tensile resistance of suction buckets in sand”, Proceedings of the International Offshore and Polar Engineering Conference, Busan, South Korea, June, pp. 475-483
 
Barari, A., Ibsen, L.B. (2014): “Vertical capacity of bucket foundations in undrained soil”, Journal of Civil Engineering and Management, Vol. 20, No. 3, May, pp. 360-371
 
Foglia, A., Ibsen, L.B., Nicolai, G., Andersen, L.V. (2014): “Observations on bucket foundations under cyclic loading in dense saturated sand “, Physical Modelling in Geotechnics – Proceedings of the 8th International Conference on Physical Modelling in Geotechnics , Vol. 1, Perth, Australia, January, pp. 667-673
 
Hung, L.C., Kim, S.R. (2014): “Evaluation of combined horizontal-moment bearing capacities of tripod bucketfoundations in undrained clay”, Ocean Engineering, Vol. 85, pp. 100-109
 
Kim, S.-R., Hung, L.C., Oh, M. (2014): “Group effect on bearing capacities of tripod bucket foundations in undrained clay”, Ocean Engineering, Vol. 79, March, pp. 1-9
 
Liu , M., Yang, M., Wang, H. (2014): “Bearing behavior of wide-shallow bucket foundation for offshore wind turbines in drained silty sand”, Ocean Engineering, Vol. 82, May, pp. 169-179
 
Liu , R., Wang, L., Ding, H.-Y., Lian, J.-J., Li, B.-R. (2014): “Failure envelopes of large-diameter shallow buried bucket foundation in undrained saturated soft clay under combined loading conditions”, Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, Vol. 36, No. 1, January, pp. 146-154
 
Madsen, S., Andersen, L.V., Ibsen, L.B. (2014): “Numerical buckling analysis of shape enhanced bucket foundations”, Numerical Methods in Geotechnical Engineering – Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, Vol. 20, Delft, Netherlands, June, pp. 1273-1278
 
Thieken, K., Achmus, M., Schröder, C. (2014): “On the behavior of suction buckets in sand under tensile loads”, Computers and Geotechnics, Vol. 60, July, pp. 88-100
 
Vaitkunaite, E., Ibsen, L.B., Nielsen, B.N. (2014): “New medium-scale laboratory testing of bucket foundation capacity in sand”, Proceedings of the International Offshore and Polar Engineering Conference, Busan, South Korea, June, pp. 514-519
 
Zhang, P., Le, C. (2014): “Seismic response of large-scale prestressed concrete bucket foundation for offshore wind turbines”, Journal of Renewable and Sustainable Energy, Vol. 6, No. 1, pp. Article number 013127
 
Achmus, M., Akdag, C.T., Thieken, K. (2013): “Load-bearing behavior of suction bucket foundations in sand”, Applied Ocean Research, Vol. 43, pp. 157-165
 
Barari, A., Ibsen, L.B. (2012): “Undrained response of bucket foundations to moment loading”, Applied Ocean Research, Vol. 361, pp. 12-21
 
Eid, T.H. (2012): “Bearing Capacity and Settlement of Skirted Foundations on Sand”, International Journal of Geomechanics, August
 
Ibsen, L.B., Barari, A.B., Larsen, K.A. (2012): “Modified vertical bearing capacity for circular foundations in sand using reduced friction angle”, Ocean Engineering , Vol. 47, pp. 1-6
 
Andresen, L., Jostad, H.P., Andersen, K.H. (2011): “Finite Element Analysis Applied in Design of Foundations and Anchors for Offshore Structures”, International Journal of Geomechanics, Vol. 11, No.6, December, pp. 417-430
 
Bhattacharya, S., Adhikari, S. (2011): “Experimental validation of soil-structure interaction of offshore wind turbines”, Soil Dynamics and Earthquake Engineering, Vol. 31, January, pp. 805-816
 
Emdadifard, M., Hosseini, S.M. M. M. (2010): “Numerical Modeling of Suction Bucket under Cyclic Loading in Saturated Sand”, Electronic Journal of Geotechnical Engineering, Vol. 15, pp. 253-268
 
Lu, X., Wang, L., Shi, Z. (2010): “Experimental Study on the Responses of Bucket Foundations in Calcareous Sand under Vertical Dynamic Loading”, The Open Ocean Engineering Journal, Vol. 3, pp. 50-55
 
Zhang, J.H., Chen, Z.Y., Li, F. (2010): “Three dimensional limit analysis of suction bucket foundations”, Ocean Engineering, Vol. 37, pp. 790-799
 
Zhu, B., Byrne, B.W., Houlsby, G.T. (2010): “Long term lateral cyclic response of suction caisson foundations in sand”, Journal of Geotechnical and Geoenvironmental Engineering
 
Chen, W., Zhou, H., Randolph, M.F. (2009): “Effect of Installation Method on External Shaft Friction of Caissons in Soft Clay”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 135, No.5, May, pp. 605-615
 
Monajemi, H., Adbul Razak, H. (2009): “Finite element modeling of suction anchors under combined loading”, Marine Structures, Vol. 22, pp. 660-669
 
Varun, , Assimaki, D., Gazetas, G. (2009): “A simplified model for lateral response of large diameter caisson foundations – Linear elastic formulation”, Soil Dynamics and Earthquake Engineering, Vol. 29, pp. 268-291
 
Villalobos, F.A. (2009): “Foundations for Offshore Wind Turbines”, Revista Ingeniería de Constucción, Vol. 24, No.1, April, pp. 33-48
 
Villalobos, F.A., Byrne, B.W., Houlsby, G.T. (2009): “An Experimental Study of the Drained Capacity of Suction Caisson Foundations under Monotonic Loading for Offshore Applications”, Soils and Foundations, Vol. 49, No.3, June, pp. 477-488
 
Andersen, K.H., Jostad, H.P., Dyvik, R. (2008): “Penetration Restistance of Offshore Skirted Foundations and Anchors in Dense Sand”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 134, No.1, January, pp. 106-116
 
Chen, W., Randolph, M.F. (2007): “Uplift Capacity of Suction Caissons under Sustained and Cyclic Loading in Soft Clay”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 133, No.11, November, pp. 1352-1363
 
Bienen, B., Byrne, B.W., Houlsby, G.T., Cassidy, M.J. (2006): “Investigating six-degree-of-freedom loading of shallow foundations on sand”, Géotechnique, Vol. 56, No.6, pp. 367-379
 
de Groot, M.B., Bolton, , D., ., Foray, P., Meijers, P., Palmer, A.C., Sandven, R., Sawicki, A., Teh, T.C. (2006): “Physics of Liquefaction Phenomena around Marine Structures”, Journal of Waterway, Port, Coastal, and Ocean Engineering, Vol. 132, No.4, July, pp. 227-243
 
Gerolymos, N., Gazetas, G. (2006): “Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities”, Soil Dynamics and Earthquake Engineering, Vol. 26, pp. 363-376
 
Gerolymos, N., Gazetas, G. (2006): “Static and dynamic response of massive caisson foundations with soil and interface nonlinearities – validation and results”, Soil Dynamics and Earthquake Engineering, Vol. 26, pp. 377-394
 
Gerolymos, N., Gazetas, G. (2006): “Winkler model for lateral response of rigid caisson foundations in linear soil”, Soil Dynamics and Earthquake Engineering, Vol. 26, pp. 347-361
 
Houlsby, G.T., Kelly, R.B., Huxtable, J., Byrne, B.W. (2006): “Field trials of suction caissons in sand for offshore wind turbine foundations”, Géotechnique, Vol. 56, No.1, pp. 3-10
 
Kelly, R.B., Houlsby, G.T., Byrne, B.W. (2006): “A comparison of field and laboratory tests of caisson foundations in sand and clay”, Géotechnique, Vol. 56, No.9, pp. 617-626
 
Kelly, R.B., Houlsby, G.T., Byrne, B.W. (2006): “Transient vertical loading of model suction caissons in a pressure chamber”, Géotechnique, Vol. 56, pp. 665-675
 
Wang, Y., Lu, X., Wang, S., Shi, Z. (2006): “The response of bucket foundation under horizontal dynamic loading”, Ocean Engineering, Vol. 33, pp. 964-973
 
Aubeny, C., Murff, J.D. (2005): “Simplified limit solutions for the capacity of suction anchors under undrained conditions”, Ocean Engineering, Vol. 32, December, pp. 864-877
 
Doherty, J.P., Houlsby, G.T., Deeks, A.J. (2005): “Stiffness of Flexible Caisson Foundations Embedded in Nonhomogeneous Elastic Soil”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No.12, December, pp. 1498-1508
 
Houlsby, G.T., Kelly, R.B., Huxtable, J., Byrne, B.W. (2005): “Field trials of suction caisoons in clay for offshore wind turbine foundations”, Géotechnique, Vol. 55, No.4, pp. 287-296
 
Lu, X., Liu, C., Wang, Y., Wang, S., Shi, Z. (2005): “On the Bearing Capacity of Suction Bucket Foundation in Saturated Sand”, International Journal of Offshore and Polar Engineering, Vol. 15, No.4, December, pp. 300-303
 
Byrne, B.W., Houlsby, G.T. (2004): “Experimental Investigations of the Response of Suction Caissons to Transient Combined Loading”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No.3, pp. 240-253
 
Cassidy, M.J., Byrne, B.W., Randolph, M.F. (2004): “A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay”, Géotechnique, Vol. 54, No.2, pp. 91-106
 
Aubeny, C., Han, S.-W., Murff, D. (2003): “Suction Caisson Capacity in Anisotronic Purely Cohesive Soil”, International Journal of Geomechanics, Vol. 3, No.2, December, pp. 225-235
 
Byrne, B.W., Houlsby, G.T. (2003): “Foundations for offshore wind turbines”, Philosophical Transactions of The Royal Society A, Vol. 361, London, United Kingdom, pp. 2909-2930
 
Houlsby, G.T., Martin, C.M. (2003): “Undrained bearing capacity factors for conical footings on clay”, Géotechnique, Vol. 53, pp. 513-520
 
Byrne, B.W., Houlsby, G.T. (2002): “Experimental Investigations of Response of Suction Caissons to Transient Vertical Loading”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No.11, November, pp. 926-939
 
Byrne, B.W., Houlsby, G.T., Martin, C., Fish, P. (2002): “Suction Caisson Foundations for Offshore Wind Turbines”, Wind Engineering, Vol. 26, No.3, pp. 145-155
 
Cassidy, M.J., Byrne, B.W., Houlsby, G.T. (2002): “Modelling the behaviour of circular footings under combindes loading on loose and carbonate sand”, Géotechnique, Vol. 52, No.10, pp. 705-712
 
Houlsby, G.T., Byrne, B.W. (2000): “Suction Caisoon Foundations for Offshore Wind Turbines and Anemometer Masts”, Wind Engineering, Vol. 24, No. 4, pp. 249-255
 
Bransby, M.F., Randolph, M.F. (1999): “The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading”, Soils and Foundations, Vol. 39, No.4, August, pp. 19-33
 
Bransby, M.F., Randolph, M.F. (1998): “Combined loading of skirted foundations”, Géotechnique, Vol. 48, No.5, pp. 637-655
 
Butterfield, R., Houlsby, G.T., Gottardi, G. (1997): “Standardized sign conventions and notation for generally loaded foundations”, Géotechnique, Vol. 47, No.5, pp. 1051-1054
 
Andersen, K.H., Dyvik, R., Schröder, K., Hansteen, O.E., Bysveen, S. (1993): “Field Tests of Anchors in Clay II: Predictions and Interpretation”, Journal of Geotechnical Engineering, Vol. 119, No.10, October, pp. 1532-1549
 
Dyvik, R., Andersen, K.H., Hansen, S.B., Christophersen, H.P. (1993): “Field Tests of Anchors in Clay I: Description”, Journal of Geotechnical Engineering, Vol. 119, No.10, October, pp. 1515-1549
 
Schwergewichtsgründungen
 
Ding, H. (2014): “Seismic response of large-scale prestressed concrete bucket foundation for offshore wind turbines”, Journal of Renewable and Sustainable Energy, Vol. 6, No. 1, pp. Article number 013127
 
Harris, J.C., Benoit, M., Kuznetsov, K., Peyrard, C., Saviot, S., Mivehchi, A., Grilli, S.T. (2017): “Simulation of Wave Forces on a Gravity Based Foundation by a BEM Based on Fully Nonlinear Potential Flow”, Proceedings of the International Offshore and Polar Engineering Conference, San Francisco, USA, pp. 1033-1040
 
Choo, Y.W., Seo, J.-H, Kim, Y.-N, Goo, J.-M., Kim, Y.-H (2016): “Numerical Studies on Piled Gravity Base Foundation for Offshore Wind Turbine”, Marine Georesources and Geotechnology, Vol. 34, No. 8, pp. 729-740
 
Choo, Y.W., Seo, J.-H., Kim, S.-M., Goo, J.-M., Kim, Y. (2016): “Numerical Study on Lateral Response of Piles Supporting Gravity Base Foundations for Offshore Wind Turbine”, Proceedings of the International Offshore and Polar Engineering Conference, Rhodes, Greece, pp. 76-82
 
He, R., Wang, L. (2016): “Elastic Rocking vibration of an offshore Gravity Base Foundation”, Applied Ocean Research, Vol. 55, pp. 48-58
 
Choo, Y.W., Seo, J.H., Kim, Y.N., Goo, J.M., Kim, Y.H. (2015): “Numerical Studies on Piled Gravity Base Foundation for Offshore Wind Turbine”, Marine Georesources and Geotechnology, Vol 34, No. 8, pp. 1-12
 
Andersen, K.H., Allard, M.A., Hermstad, J. (1994): “Centrifuge Model Tests of a Gravity Platform on Very Dense Sand II: Interpretation”, Proceedings of the 7th International Conference on Behaviour of Offshore Structures, Vol. 1, July, pp. 255-282
 
Ronold, K.O., Haver, S. (1992): “Foundation Safety of Gravity-Based Systems During Severe Storms”, 10th International Symposium and Exhibit on Offshore Mechanics and Arctic Engineering, Vol. 114, Stavanger, Norway, May, pp. 104-113
 
Pfahlrammung
 
Bruns, B., Stein, P., Gatterman, J., Stahlmann, J. (2017): “Hydroschall- und Erschütterungsabstrahlung von Offshore-Monopfahlgründungen im Impulsrammverfahren”, Geotechnik, Vol. 40, pp. 172-185
 
Kortsch, P., Kirsch, F. (2017): “Schlagrammung von Stahlrohrpfählen für die Offshore-Windindustrie”, Geotechnik
 
Debusschere, E., Hostens, K., Andriaens, D., Ampe, B., Degraer, S. (2016): “Acoustic stress responses in juvenile sea bass Dicentrarchus labrax induced by offshore pile driving”, Environmental Pollution, Vol. 208, pp. 747-757
 
Deng, Q., Jiang, W., Tan, M., Xiang, J.T. (2016): “Modelling of offshore pile driving noise using a semi-analytical variational formulation”, Applied Acoustics, Vol. 104, pp. 85-100
 
Heins, E., Hamann, T., Grabe, J., Hannot, S. (2016): “Numerical investigation of the influence of the driving frequency during pile installation of tubular piles”, Geotechnik, Vol. 39, No. 2, pp. 98-109
 
Sun, L., Jia, T., Yan, S., Guo, W., Lei, Z. (2016): “Prediction of pile running during the driving process of large diameter pipe piles”, Ocean Engineering, Vol. 128, pp. 48-57
 
Tsouvalas, A., Metrikine, A.V. (2016): “Noise reduction by the application of an air-bubble curtain in offshore pile driving”, Journal of Sound and Vibration, Vol. 371, pp. 150-170
 
Göttsche, K.M., Steinhagen, U., Juhl, P.M. (2015): “Numerical evaluation of pile vibration and noise emission during offshore pile driving”, Applied Acoustics, Vol. 99, pp. 51-59
 
Hall, M.V. (2015): “An analytical model for the underwater sound pressure waveforms radiated when an offshore pile is driven”, Journal of the Acoustical Society of America, Vol. 138, No. 2, pp. 795-806
 
Henke, S. (2013): “Untersuchungen zum Einfluss des Einbringverfahrens auf die Pfropfenbildung in offenen Profilen in der geotechnischen Zentrifuge”, Bauingenieur, Vol. 88, No. 5, pp. 222-230
 
Henke, S., Bienen, B. (2013): “Centrifuge Tests on the Influence of Pile Cross-Section on Pile Driving Resistance of Open-Ended Piles”, International Journal for Physical Modelling in Geomechanics, Vol. 13, No. 2, pp. 50-61
 
Henke, S., Grabe, J. (2013): “Field measurements regarding the influence of the installation method on soil plugging in tubular piles”, Acta Geotechnica, Vol. 8, pp. 335-352
 
Tsouvalas, A., Metrikine, A.V. (2013): “A semi-analytical model for the prediction of underwater noise from offshore pile driving”, Journal of Sound and Vibration, Vol. 332, pp. 3232-3257
 
Qiu, G., Grabe, J. (2011): “Explicit modeling of cone and strip footing penetration under drained and undrained conditions using a visco-hypoplastic model”, Geotechnik, Vol. 34, No. 3, pp. 205-217
 
Qiu, G., Henke, S., Grabe, J. (2011): “Application of a Coupled Eulerian-Lagrangian approch on geomechanical problems involving large deformation”, Computers and Geotechnics, Vol. 38, No. 1, pp. 30-39
 
Henke, S. (2009): “Influence of pile installation on adjacent structures”, Int. Journ. for Numerical and Analytical Methods in Geomechanics, Vol. 33, No. 11, pp. 1191-1210
 
Henke, S., Grabe, J. (2008): “Numerical Investigation of Soil Plugging Inside Open-ended Piles With Respect to the Installation Method”, Acta Geotechnica, Vol. 3, No. 3, pp. 215-223
 
Henke, S., Grabe, J. (2008): “Numerische Untersuchungen zur Propfenbildung in offenen Profilen in Abhängigkeit des Einbringverfahrens”, Bautechnik, Vol. 85, No. 8, pp. 521-529
 
Grabe, J., Mahutka, K.-P. (2005): “Finite-Elemente-Analyse zur Vibrationsrammung von Pfählen”, Bautechnik, Vol. 82, No. 9, pp. 632-640
 
Thandavamoorthy, T.S. (2004): “Piling in fine and medium sand – a case study of ground and pile vibration”, Soil Dynamics and Earthquake Engineering, Vol. 24, pp. 295-304
 
Lehane, B.M., Randolph, M.F. (2002): “Evaluation of a Minimum Base resistence for Driven Pipe Piles in Siliceous Sand”, Geotechnical Geoenvironmental Engineering, Vol. 128, No.3, March, pp. 198-205
 
Bruno, D., Randolph, M.F. (1999): “Dynamic and Static Load Testing of Model Piles Driven into Dense Sand”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No 11, November, pp. 988-998
 
Joer, H.A., Randolph, M.F., Gunasena, U. (1998): “Experimental Modeling of Shaft Capacity of Grouted Driven Piles”, Geotechnical Testing Journal, Vol. 21, No. 3, September, pp. 159-168
 
Harvey, R.C., Nath, B., Smith, P.N., Burley, E. (1981): “Underwater Hammers – a Proposal for Increasing Efficiency”, Journal of the Society for Underwater Technology, June, pp. 9-11
 
Parry, R.H. G., Swain, C.W. (1977): “Effective stress methods of calculating skin friction on driven piles in soft clay”, Ground Engineering, Vol. 10, No.3, pp. 24-26
 
Gründung von Hubplattformen
 
Pucker, T., Bienen, B., Henke, S. (2013): “CPT based prediction of foundation penetration in siliceous sand”, Applied Ocean Research, Vol. 41, pp. 9-18
 
Qiu, G., Hamann, T., Grabe, J., Hein, C., Howe, R. (2013): “A case study: construction of bucket foundations for jacpup ships”, Proc. of 32nd International Conference on Ocean, Offshore and Artic Engineering, Nantes, France
 
Henke, S., Qiu, G., Pucker, T. (2012): “Spudcans als Gründungsform für Offshore-Hubplattformen – Probleme und Berechnungsansätze”, Bautechnik, Vol. 89, No. 12, pp. 831-840
 
Qiu, G., Grabe, J. (2012): “Numerical investigation of bearing capacity due to spudcan penetration in sand overlying clay”, Canadian Geotechnical Journal, Vol. 49, No. 12, pp. 1393-1407
 
Qiu, G., Grabe, J., Kukolka, N., Vollstedt, H.-W. (2011): “Numerical studies of installation and extraction processes of jack-up ships”, Proc. of the ASME 2011 30th International Conference on Ocean, Offshore and Artic Engineering, Vol. 7, Rotterdam, the Netherlands, pp. 965-971
 
Qiu, G., Henke, S. (2011): “Controlled installation of spudcan foundations on loose sand overlying weak clay”, Marine Structures, Vol. 24, No. 4, pp. 528-550
 
Henke, S., Qiu, G. (2010): “Zum Absetzvorgang von Offshore-Hubplattformen”, Geotechnik, Vol. 33, No. 3, pp. 284-292
 
Jacket-Gründung
 
Yang, J., Tham, L.G., Lee, P.K. K., Yu, F. (2006): “Observed Performance of Long Steel H-Piles Jacked into Sandy Soils”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 1, January, pp. 24-35
 
Lehane, B.M., Gavin, K.G. (2001): “Base Resistence of Jacked Pipe Piles in Sand”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No 6, pp. 473-480
 
Dissertationen / Habilitationen
 
Albiker, J. (2016): “Untersuchungen zum Tragverhalten zyklisch lateral belasteter Pfähle in nichtbindigen Böden”, Mitteilung des Instituts für Geotechnik (IGtH). Leibniz Universität Hannover, Heft 77, Vol. 60, pp. 182-194
 
Solf, O. (2012): “Zum mechanischen Verhalten von zyklisch belasteten Offshore-Gründungen”, Veröffentlichungen des Instituts für Bodenmechanik und Felsmechanik am Karlsruher Institut für Technologie (KIT), Heft 176
 
Welskopf, T. (2012): “Untersuchungen zum Tragverhalten von Pfählen unter aktiver Horizontalbelastung”, Mitteilungsreihe des Lehr- und Forschungsgebiets Geotechnik, Bergische Universität Wuppertal, Heft 33
 
Peralta, P. (2011): “Investigations on the behavior of large diameter piles under long-term lateral cyclic loading in cohesionless soil”, Mitteilung des Instituts für Geotechnik (IGtH). Leibniz Universität Hannover, Heft 71
 
Tasan, H.E. (2011): “Zur Dimensionierung der Monopile-Gründungenvon Offshore-Windenergieanlagen”, Veröffentlichungen des Grundbauinstitutes der Technischen Universität Berlin, Heft 52
 
Thomas, S. (2011): “Zum Pfahltragverhalten unter zyklisch axialer Belastung”, Schriftreihe Geotechnik. Universität Kassel, Heft 25
 
Dührkop, J. (2010): “Zum Einfluss von Aufweitungen und zyklischen Lasten auf das Verformungsverhalten lateral beanspruchter Pfähle in Sand”, Veröffentlichungen des Institutes Geotechnik und Baubetrieb. Technische Universität Hamburg-Harburg, Heft 20
 
Hinz, P. (2009): “Beurteilung des Langzeitverhaltens zyklisch horizontal belasteter Monopile-Gründungen”, Mitteilungen aus dem Fachgebiet Grundbau und Bodenmechanik der Universität Duisburg-Essen. Heft 37
 
Kuo, Y. (2008): “On the behavior of large-diameter piles under cyclic lateral load”, Mitteilung des Instituts für Grundbau, Bodenmachanik und Energiewasserbau (IGBE). Leibniz Universität Hannover, Heft 65
 
Lesny, K. (2008): “Gründung von Offshore-Windenergieanlagen – Werkzeuge fuer Planung und Bemessung”, Mitteilungen aus dem Fachgebiet Grundbau und Bodenmechanik der Universität Duisburg-Essen. Heft 36
 
Kluge, K. (2007): “Soil Liquefaction around Offshore Pile Foundations – Scale Model Investigations”, Schriftenreihe des Instituts für Grundbau und Bodenmechanik der TU Braunschweig, Heft 85
 
Wiemann, J. (2007): “Bemessungsverfahren für horizontal belastete Pfähle Untersuchungen zur Anwendbarkeit der p-y Methode”, Mitteilungen aus dem Fachgebiet Grundbau und Bodenmechanik der Universität Duisburg-Essen. Heft 33
 
Rackwitz, F. (2003): “Numerische Untersuchungen zum Tragverhalten von Zugpfählen und Zugpfahlgruppen in Sand auf der Grundlage von Probebelastungen”, Veröffentlichungen des Grundbauinstitutes der Technischen Universität Berlin, Heft 32