| Application of FLIP ROSE 2D to analysis of pile foundation in liquefiable ground. Among the shake table tests of pile foundation using large scale laminar box, pile foundation C (steel pipe pile) is idealized for two dimensional analysis using “pile-soil interaction spring element”. |
Application of FLIP ROSE 3D to three dimensional analysis of pile foundation by Working Group on axial behavior of pile in FLIP Consortium. The analysis results in global behavior of pile in terms of axial load displacement relation and local behavior of soil deformation at pile tip end and in the vicinity. Refer to FLIP Consortium research report 2013 [Working Group on axial behavior of pile in FLIP Consortium](Japanese) |
An example of application of FLIP ROSE 2D to settlements of four story
RC building founded on liquefiable ground. The analysis can be generalized
to evaluate the effect of adjacent buildings.  Go to reference |
| An example of application of FLIP ROSE 2D to simulate damage to Kobe Ohashi bridge during 1995 Hyogoken-Nambu earthquake. The analysis indicates that FLIP ROSE can simulate deformation and response of bridge and foundation system of deep foundation (pneumatic caisson foundation) during earthquakes.Go to reference |
| Application of FLIP ROSE 2D to uplift of a buried pipe with an diameter of 0.4m buried at a depth of 0.4m. Other applications of underground and buried structures can be found in the following reference.Refer to 3-8-1~3-8-3 in Research Report of FLIP research committee for
14 years (analysis of case histories) (Japanese) |
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| Partially drained analysis by FLIP ROSE 2D is performed on shake table tests of uplift of open cut tunnel carried out by Railway Technical Research Institute
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Click figure or here for details
Click figure or here for details
Click figure or here for details
Click figure or here for details