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Appendices 
Kempfert, H.-G., Thomas, S. (2010): Load bearing performance of piles due to cyclic loads - 
Test results and modelling - (Pfahltragverhalten infolge zyklisch axialer 
Belastung - Versuchsergebnisse und Modellbildung). German version. 
Conference proceedings to the 31 st Baugrundtagung, 2010, DGGT, 
Munich, pp. 255-261. 
Poulos, H.G. (1989): Cyclic Axial Loading Analysis of Piles in Sand. Journal of Geotechnical 
Engineering, American Society of Civil Engineers, 115, pp. 836-852. 
Randolph, M. F. (2009a): Cyclic interface tests on sand and influence of cyclic shearing on 
axial pile capacity in sand. In: Mechanical behaviour of soils under en 
vironmentally induced cyclic loads. International Centre for Mechani 
cal Sciences (CISM): Udine, Italy. 
Randolph, M. F. (2009b): Offshore Design Approaches for Sub-Failure Cyclic Loading of Foun 
dations. In: Mechanical behaviour of soils under environmentally indu 
ced cyclic loads. International Centre for Mechanical Sciences (CISM): 
Udine, Italy. 
Randolph, M. F. Jeer, H. A., Khorshid, M. S. and Hyden, A. M. (1996): Field and laboratory data 
from pile load tests in calcareous soil. Proceedings of the 28 th Offshore 
Technology Conference, Houston, Texas, pp. 327-336. 
Savidis, S., Schuppe, R. (1982): Dynamic triaxial device for the investigation of the liquefac 
tion behaviour of isotropic and anisotropic consolidated sands (Dyna 
misches Triaxialgerät zur Untersuchung des Verflüssigungsverhaltens 
von isotrop und anisotrop konsolidierten Banden), Bautechnik, Vol. 1, 
1982, pp. 21-24. 
Tasan, E., Rackwitz, F, Savidis, S. (2010): Accumulation of pore pressures at cyclic horizon 
tally loaded monopiles with large diameters (Porenwasserdruckakku 
mulation bei zyklisch horizontal belasteten Monopiles mit großen 
Durchmessern), Bautechnik, Vol. 8, 1987, pp. 449-461.