1 |
Tanaka, H., Tanaka, M., and Shiwakoti, D. R. (2001), "Characteristics of soils with low plasticity: Intermediate soil from Ishinomaki, Japan and lean clay from Drammen, Norway", Soils and Foundations, Vol.41, No.1, pp.83-96.
DOI
|
2 |
Thevanayagam, S., Shenthan, T., Mohan, S., and Liang, J. (2002), "Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silty", Journal of geotechnical and geoenvironmental engineering, Vol.128, No.10, pp.849-859.
DOI
ScienceOn
|
3 |
Tsuchida, T. (1993), "Consolidation, Compression and Permeability Properties of Intermediate Soil and Mixture Soil", Tsuchi-to-Kiso, Vol.41, No.7, pp.5-10.
|
4 |
Yamamuro, J. A. and Covert, K. M. (2001), "Monotonic and Cyclic Liquefaction of Very Loose Sands with High Silt Content" Journal of geotechncial and geoenvironmental engineering, ASCE, Vol.127, No.4, pp.314-324.
DOI
ScienceOn
|
5 |
Kenny, T. C. (1977), "Residual Strengths of Mineral Mixture", Proceedings of the 9th International Conference Soil Mechanics, Tokyo1, pp.155-160.
|
6 |
Kim, J., Beak, W., Ishikura, R., and Matsuda, H. (2010), "Undrained Shear Strength Characteristics of Intermediate Soils and Their Application to Rapid Banking Embankment Method", Proceedings of the 9th National Symposium on Ground Improvement, The Society of Material Science, pp.299-304.
|
7 |
Martins, F. B., Bressani, L. A., Coop, M. R., and Bica, A. V. D. (2001), "Some Aspects of the Compressibility Behaviour of a Clayey Sand", Canadian Geotechnical Journal, Vol.38, pp.1177-1186.
DOI
ScienceOn
|
8 |
Mitchell, J. K. (1977), "Fundamentals of Soil Behaviour", 2nd edn, John Wiley Interscience NewYork, pp.172-189.
|
9 |
Naeini, S. A. and Baziar, M. H. (2004), "Effect of Fines Content on Steady-State Strength of Mixed and Layered Samples of a Sand", Soil dynamic sand earthquake engineering, Vol.24, pp.181-187.
DOI
ScienceOn
|
10 |
Nakase, A. and Kamei, T. (1983), "Undrained Shear Strength Anisotropy of Normally Consolidated Cohesive Soils", Soils and Foundations, Vol.23, No.1, pp.91-101.
|
11 |
Nakase, A. and Kamei, T. (1988), "Undrained Shear Strength of Remoulded Marine Clay", Soils and Foundations, Vol.28, No.1, pp.29-40.
DOI
|
12 |
Adachi, M., Yasuhara, K., and Shimabukuro, A. (2000), "Influences of Sample Preparation Method on the Behavior of Non-plastic Silts in Undrained Monotonic and Cyclic Triaxial Tests", Tsuchito- Kiso, Vol.48, No.11, pp.24-27.
|
13 |
Ni, Q., Tan, T. S., Dasari, G. R., and Hight, D. W. (2004), "Contribution of Fines to the Compressive Strength of Mixed Soils", Geotechnique, Vol.54, No.9, pp.561-569.
DOI
ScienceOn
|
14 |
Nocilla, A., Coop, M. R., and Colleselli, F. (2006), "The Mechanics of an Italian silt: an example of 'transitional' behaviour", Geotechnique, Vol.56, No.4, pp.261-271.
DOI
ScienceOn
|
15 |
Ochiai, H. and Ohmine, K. (1993), "Compression and Strength Properties of Sand-Clay Mixed Soils", Tsuchi-to-Kiso, Vol.41, No.7, pp.11-16.
|
16 |
Japanese Geotechnical Society (1992), "Intermediate Soil, Sand or Clay", Geo-Tech Note 2, pp.1-6.
|
17 |
Ham, T. and Kim, U. (2008), "Influence of Water on Compression Characteristic for Decomposed Granite Soils", Journal of Korean Geotechnical Society(KGS), Vol.24, No.10, pp.1-9.
|
18 |
Hardin, B. O. (1985), "Crushing of Soil Particles", Journal of Geotechnical Engineering, ASCE, Vol.111, No.10, pp.1177-1192.
DOI
ScienceOn
|
19 |
Hyodo, M., Kim, U., Nakata, Y., and Yoshimoto, N. (2010), "Effect of Fines on Undrained Shear Characteristics of Sand-Clay Mixtures", Journal of Japan Society of Civil Engineers(JSCE), Vol.66, No.1, pp.215-225.
|