Application examples by FLIP ROSE 2D & 3D

Simulation by FLIP ROSE 3D: Analysis of centrifuge model tests of caisson type quay wall (Ryo Moritani, 2011, Dissertation for Master Degree, Kyoto University)


Simulation by FLIP ROSE 2D (cocktail glass model): Embankment (Color contour indicates excess pore water pressure ratio: red indicates higher excess pore water pressure ratio)


Simulation by FLIP ROSE 2D (cocktail glass model): Centrifuge model tests of caisson type quay wall (Color contour indicates excess pore water pressure ratio: red indicates higher excess pore water pressure ratio). This simulation shows that excess pore water pressure gradually dissipates.

Line-up of applications

 Horizontally layered ground Iai, S. (1989)；
Analysis by FLIP, Symposium on performance of ground and geotechnical structures, Japan Geotechnical Society, pp.94-103 (in Japanese)
Iai. S. Kameoka, T. and Matsunaga, Y. (1993)；
Numerical(Class A) predicton of Model No.1, Verifiction of Numerial 　　Procedures for the Analysis of Soil Liquefaction Problems (VELACS). Balkema.pp.109～127
Iai. S.,Morita, T.,Kameoka, T., Matsunaga, Y. and Abiko, K. (1995)；
Response of a dense sand deposit during 1993 Kushiro Oki earthquake, Soils and Fou- ndations, Vol.35, No.1, pp.115～132
 Inclined ground Iai. S.,Kameoka, T.,and Matsunaga, Y. (1993) ；
Numerical (Class A) prediction of Model No.2, Verification of Numerial Procedures for the Analysis of Soil Liquefaction Problems (VELACS), Balkema,pp.369～276
 Caisson type quay wall Iai, S.,Kameoka, T. and Matsunaga, Y. (1993)；
Numerical (Class A) prediction of Model No.11, Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems (VELACS), Balkema,pp.939～946
Iai, S., Ichii, K., Li, H., and Morita, T. (1998) ；
Effective stress analyses of port structures, Soils and Foundations, Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu earthquake No.2, pp.97-114
 Anchored sheet pile quay wall Iai, S. and Kameoka. T. (1993)；
Finite element analysis of earthquake induced damage to anchored sheet pile quay walls, Soils and Foundations, Vol.33, No.1. pp.71～91
 Pile-supported wharf Iai, S. (1998)；
Seismic analysis and performance of retaining structures. Geotechnical Earthquake Engineering and Soil Dynamics III. , Geotechnical Special Publication No.75, ASCE. pp.1020-1044.
Shiozaki, Y., Nagao, T., Ozutumi, O. and Miyashita, K. (2009)：
Numerical simulation of ) a case history of seismic damage to a pile-supported wharf with vertical piles through two-dimensional effective stress analysis, Proc. Japan Societies of Civil Engineers, A1 (Structural and Earthquake Engineering), Vol. 65、No. 1, pp.881-891 (in Japanese)
 Shallow foundation and breakwater Iai, S., Kameoka, T. and Matsunaga, Y. (1993)；
Numerical (Class A)Prediction of Model No.12, Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems (VELACS), Balkema, pp.1035～1040
Iai, S., Ichii, K., Li, H., and Morita, T. (1998)；
Effective stress analyses of port structures, Soils and Foundations, Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu earthquake No.2, pp.97-114
 Pile and deep foundation  Hussien MN, Tobita T, Iai S, and Rollins KM. (2010)；
Soil-pile separation effect on the performance of a pile group under static and dynamic lateral load, Canadian Geotechnical Journal, Vol.47, No.11, pp.1234-1246.
 Iai, S., Ichii, K., Li, H., and Morita, T. (1998)；
Effective stress analyses of port structures, Soils and Foundations, Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu earthquake No.2, pp.97-114
 Embankment Ozutsumi O, Sawada S, Iai S, Takeshima Y, Sugiyama W, and Shimazu T. (2002)；
Effective stress analyses of liquefaction-induced deformation in river dikes, Soil Dynamics and Earthquake Engineering, Vol.22, pp.1075-1082.
 Underground structure Iai, S. and Matsunaga, Y.(1991) ；
Mechanism of uplift of underground structures due to liquefaction, Natural Disaster Reduction and Civil Engineering.JSCE Kansai branch, pp.297～306
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