Publication Abstract




Proceedings - Fifth International Conference & Exhibition on Piling and Deep Foundations, 1994, Bruges, Belgium, (DFI)

Static and cyclic model pile tests in sand
Dr. Ir. S. Kanai & Prof. Dr. Ir W.F. VanImpe

Model pile tests have been performed in a medium dense dry sand under static compression and one-way cyclic compression loading modes in a pressurized chamber. This paper mainly examines two main parameters affecting the pile behaviour under cyclic loading: pile surface roughness (rough and smooth) and pile installation method (displacement by jacking and buried). Soil strength parameters testing in the deposit by CPT en DMT is also briefly discussed.


 article #780; publication #36 (IC-1994)