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 |