1 |
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. 48N, No. 11, pp. 24-27(in Japanese).
|
2 |
Chang, N. Y., Yeh, S. T., and Kaufman, L. P.(1982), Liquefaction Potential of Clean and Silty Sands, Proceedings of the 3rd International Earthquake Microzonation Conference, Seattle, USA, Vol. 2, pp. 1017-1032.
|
3 |
Ishihara, K.(1993), Liquefaction and Flow Failure During Earthquakes. Geotechnique, Vol. 43, No. 3, pp. 351-415.
DOI
ScienceOn
|
4 |
Ishihara, K., and Koseki(1989), Discussion on the Cyclic Shear Strength of Fines-containing sands, Earthquakes Geotechnical Engineering, Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation Engineering, Rio De Janiero, Brazil, pp. 101-106.
|
5 |
Kim, U., Hyodo, M., Koga, C. & Orense, R.(2006), Effect of Fines Content on the Monotonic Shear Behavior of Sand-clay Mixtures, Geomechanics and Geotechnics of Particulate Media, pp. 133-138.
|
6 |
Koester, J. P.(1994), The Influence of Fine Type and Content on Cyclic Strength, Ground Failures Under Seismic Conditions, Geotechnical Special Publication, No. 44, ASCE, pp. 17-33.
|
7 |
Matsumoto, K., Hyodo, M. and Yoshimoto, N.(1999), Cyclic Shear Properties of Intermediate Soil Subjected to Initial Shear, Proc., 34th Japan National Conference on Geotechnical Engineering, 637-638(in Japanese)
|
8 |
Naeini, S. A., Baziar, M. H.(2004), Effect of Fines Content on Steady-state Strength of Mixed and Layered Samples of a Sand, Soil Dynamics and Earthquake Engineering 24., pp. 181-187.
DOI
ScienceOn
|
9 |
Poulos, S. J., Castro, G. and France, J. W.(1985), Liquefaction Evaluation Procedure, Journal of Geotechnical Engineering, Vol. 111, No. 6, pp. 772-792.
DOI
|
10 |
Seed, H. B., Tokimatsu, K., Harder, L., and Chung, R.(1985), Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations, Journal of Geotechnical Engineering, Vol. 111, No. 12, pp. 1425-1445.
DOI
ScienceOn
|
11 |
Thevanayagam, S., Mohan, S.(2000), Intergranular State Variables and Stress Strain Behavior of Silty Sands, Geotechnique, Vol. 50, No. 1, pp. 1-23.
DOI
ScienceOn
|
12 |
Thevanayagam, S., Shenthan, T., Mohan., S., and Liang., J. (2002), Undrained Fragility of Clean Sands, Silty Sands and Sandy Silt, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No. 10, pp. 849-859.
DOI
ScienceOn
|
13 |
Tronsco, J. H., and Verdugo, R.(1985), Silt Content and Dynamic Behavior of Tailing sands, Proceedings. Twelth International Conference on Soil Mech. and Found. Eng., San Francisco, pp. 1311-1314.
|
14 |
Vaid, V. P.(1994), Liquefaction of Silty Soils, Ground Failures Under Seismic Conditions, Geotechnical Special Publication No. 44, pp. 1-16.
|
15 |
Vaid, V. P., Chern, J. C.(1985), Cyclic and Monotonic Undrained Response of Saturated Sands, Advances in the art of Testing Soils under Cyclic Conditions, ASCE Annual Convention, Detroit, pp. 120-147.
|
16 |
Vaid, Y. P., Chung, E.K.F., and Kuerbis, R. H.(1989), Preshearing and Undrained Response of Sands, Soils and Foundations, Vol. 29, No. 4, pp. 49-61.
DOI
|