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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 environmentally
induced cyclic loads. International Centre for Mechanical
Sciences (CISM): Udine, Italy.
Randolph, M. F. (2009b): Offshore Design Approaches for Sub-Failure Cyclic Loading of Foundations.
In: Mechanical behaviour of soils under environmentally induced
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 liquefaction
behaviour of isotropic and anisotropic consolidated sands (Dynamisches
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 horizontally
loaded monopiles with large diameters (Porenwasserdruckakkumulation
bei zyklisch horizontal belasteten Monopiles mit großen
Durchmessern), Bautechnik, Vol. 8, 1987, pp. 449-461.
