2007.08.01
STATIC AND CYCLIC MODEL PILE TESTS IN SAND（DFI1994）
Shigeo Kanai（GEOTOP)・William Van Impe（Ghent University）
■掲載誌：ＤＦＩ
■発行所：ＤＦＩ
■発行：1994/1
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 rovghness (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.
■発行所：ＤＦＩ
■発行：1994/1
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 rovghness (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.
