1 |
Matyas, E. L. and Radhakrisna, H. S. (1968), Volume change characteristics of partially saturated soils, Geotechnique, Vol.18, No.4,pp.432-448
DOI
|
2 |
Ohta, H., Nisida, Y, Kuniyasu, I., and Kaneko, Y. (1986), Soil compaction-Quality control and verification, Soils and Foundations, Vol.34, No.5, pp.43-48. (in Japanese)
|
3 |
Kawai, K. Karube, D. and Kato, S. (2000), The model of water retention curves considering effects of void ratio, Proc. Asian Conf. on Unsaturated Soils, pp.329-334
|
4 |
Proctor, R. R. (1933), Four articles on the design and construction of rolled-earth dams, Eng. News Record, Vol.111 , pp.245-248, 286 -289, 348-351, 372-376
|
5 |
Karube, D., Katsuyama, J., Nishiumi, K and Niwa, N. (1989), Yield function of unsaturated soils under triaxial compression, Journal of Geotechnical Engineering, JSCE, No.406/III-11, pp. 205-211. (in Japanese)
|
6 |
Kohgo, Y, Nakano, M. and Miyazaki, T. (1993) Theoretical aspects of constitutive modeling for unsaturated soils, Soil and foundations, Vol.33, No.4, pp.49-63
DOI
|
7 |
Seed, H. B. and Chan, C. K. (1959), Structure and strength characteristics of compacted clays, Journal of SMFD, Proc. ASCE, SM5, pp.87-125
|
8 |
Ohta, H. and Hata, S. (1977), Strength of dynamically compacted soils, Proc. 9th ICSMFE, Vol.1, pp.239-242
|
9 |
Karube, D. and Kawai, K. (2001), The role of pore water in the mechanical behavior of unsaturated soils, Geotechnical and Geological Engineering, Vol.19, No.3, pp.211-241
DOI
ScienceOn
|
10 |
Alonso, E. E., Gens, A. and Hight, D. W. (1987), Special problem soils, General Report., Proc. 9th Europian RC-SMFE, pp.1087-1146
|
11 |
Karube, D., Kato, S. (1989), Yield functions of unsaturated soil, Proc. of 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Vol.1, pp.615-618
|