1 |
Adachi T. and F. Oka., 1982. Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplasticiry. Soils and Foundations. 22(4) : 57-70
|
2 |
Kim, Y. -S., 2002. Seismic Response Analysis of Layered Ground Based on a Cyclic Viscoelastic-viscoplastic Constitutive Model. Journal of the KSCE, 22(1) : 33-44
|
3 |
Oka, F.. T. Kodaka and Y.-S. Kim.. 2001. A Cyclic Viscoelastic- Viscoelastic Model for Clay and Its Application to liquefaction Analysis of Ground, Proc Int Symp. on Computer Methods and Advances in Geomechanics, 1028-1031. Arizona. : Balkema
|
4 |
Proctor, D. C. and Khaffaf, J. H., 1984. Cyclic triaxial tests on remolded clay, ASCE, 110 (GT10) : 1431-1445
|
5 |
Shibuya, S, Mitachi, T., Fukuda, F. and Hosomi, A., 1997. Modeling of strain-rate dependent deformation of clay at small strains, Proc. 14Th ICSMFE, 409-412. : Balkema
|
6 |
Oka, F., 1988. A Cyclic Viscoelastic Constitutive Model for Clay, Proc. 6Th Int. Conf. on numerical Method in Geomechaics, 293-298. : Balkema
|
7 |
Okayasu T., K. Hashiguchi, S. Tsutsumi, S. Ozaki and M. Ueno 2001. Elastoplastic Finite Element Analysis for Ground Deformation Behavior Subjected to Cyclic Loading, Journal of the JSAM, 63(3) : 57-70. (in Japanese)
|
8 |
Henkel D. J., 1970. The Role of Wave in Causing Submarine Landslides. Geotechnique. 20(1) : 75-80
|
9 |
Oka F., 1982. Elasto-Viscoplastic Constitutive Equation for overconsolidated Clay. Proc. Int Symp. on Numerical Models Geomechanics. 147-156. Zurich. : Balkema
|
10 |
Hyodo M., M. Sugiyama, Y. Yamamoto, and Y. Kawata. 1994. Evaluation of Pore Pressure and Strain of Normally Consolidated and Overconsolidated Clay Subjected to Cyclic Shear Stress, Journal of the JSCE, 487 (3) : 79-88
|
11 |
Yoon, C.S., 2001. Rehabilitation of Irrigation Facilities, Journal of the Korean Society of Agricultural Engineers, 43(2) : 10-12. (in Korean)
|
12 |
Chaboche, J. L., 1977. Viscoelastic Constitutive Equations for the Description of Cyclic and Anisotropic Behavior of Metals. Bull de l'Acad Polonaise des Science. Serie Sc. et Tech., 25(1) : 33-42
|