Yoshiiku MUSASHI, Miho YAMASAKI, Takahisa MIZUYAMA, Kenfichiro KOSUGI
Abstract
Most shallow landslides occur from the middle and upper parts of slopes, although
slope stability analyses for shallow landslides show landslides occur from the
lower parts of slopes. Flume experiments were carried out on the movement of
collapsed mass, preparing soil mass at the upper part of the flume. The movement
was different by the water content of the soil mass. The soil mass with higher
water content traveled longer. The dry soil was wholly transformed and the soil
containing water moved keeping original shape in some cases as shown in many
actual examples of shallow landslides. In order to develop simulation method
applicable to the moving and transforming process of shallow landslides, which
occurred from the middle and upper parts of slopes and moved incompletely fluidized,
a distinct element methodiDEMjwas applied to the movement of the soil mass aiming
at moving process of keeping original shape. Combined particles were introduced
when applying DEM. Pore]springs were considered in addition to rebounding]springs.
This is called an extended distinct element methodiEDEMj. The method explained
well the transforming process of the soil mass observed in the experiment.
Key wordsFshallow landslide, collapsed soil mass movement, fluidization, extended
distinct element method (EDEM)