EFFECTIVE STRESS ANALYSES OF PORT STRUCTURES

Author:

IAI SUSUMU1,ICHII KOJI1,LIU HANLONG12,MORITA TOSHIKAZU1

Affiliation:

1. Port and Harbour Research Institute, Ministry of Transport

2. Hohai University

Publisher

The Japanese Geotechnical Society

Reference14 articles.

1. 1) Cubrinovski, M., Funahara, H., Kitazawa, K. and Fujii, S. (1996) : “On numerical modeling of pile foundations in 2-D FEM effective stress analysis, Part 2 : Centrifuge test results, ” Proc. 31st Japan National Conf. on Geotech. Engrg., Kitami, Japanese Geotechnical Society, Vol. 1, pp. 1169-1170.

2. 2) Funahara, H., Cubrinovski, M., Kitazawa, K. and Fujii, S. (1996) : “On numerical modeling of pile foundations in 2-D FEM effective stress analysis, Part 1 : Centrifuge models and testing procedures, ” Proc. 31st Japan National Conf. on Geotech. Engrg., Kitami, Japanese Geotechnical Society, Vol. 1, pp. 1167-1168.

3. 3) Iai, S., Matsunaga, Y. and Kameoka, T. (1992a) : “Strain space plasticity model for cyclic mobility, ” Soils and Foundations, Vol. 32, No. 2, pp. 1-15.

4. 4) Iai, S., Matsunaga, Y. and Kameoka, T. (1992b) : “Analysis of undrained cyclic behavior of sand under anisotropic consolidation, ” Soils and Foundations, Vol. 32, No. 2, pp. 16-20.

5. 5) Iai, S. and Ichii, K. (1997) : “Excess pore water pressures behind quay walls, ” Observation and Modeling in Numerical Analysis and Model Tests in Dynamic Soil-Structure Interaction Problems, Geotech. Special Publication No. 64, ASCE, pp. 11-25.

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