| Analysis is performed on one dimensional model ground at Port Island during 1995 Hyogoken-Nambu earthquake using FLIP ROSE 2D with multi-spring model element. |
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| Partially drained analysis is performed on uniform level ground (loose sand) for computing generation and dissipation of excess pore water pressures and associated ground settlements using FLIP ROSE 2D with cocktail glass model element. |
| Analysis is performed on cyclic mobility response of dense sand deposit at Kushiro Port during 1993 Off Kushiro earthquake |
Partially drained analysis is performed using cocktail glass model element on mildly sloping saturated sandy ground covered with thin clay layer at the ground surface. Refer to 3-3-1~3-3-25 in Research Report of FLIP research committee for 14 years (analysis of case histories) (Japanese) |
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