1 |
Ishihara, K. (1985), "Stability of Natural Deposits During Earthquakes", Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation Engineering, San Francisco.
|
2 |
Ishihara, K. (1993), "Liquefaction and flow failure during earthquake", Geotechnique, Vol.3, No.3, pp.351-415.
|
3 |
Korea Institute of Construction Technology (2012), Development of site investigation and monitoring system for extreme cold region (in Korean).
|
4 |
Kuwano, J., Iimura, H., Takahara, K. and Nakazawa, H. (1995), "Undrained cyclic and monotonic shear behaviour of sand-kaolin mixture", Earthquake Geotechnical Engineering, Ishihara (ed.), November, pp.165-170.
|
5 |
Law, K. T. and Ling Y. H. (1992), "Liquefaction of granular soils with non-cohesive and cohesive fines", Earthquake Engineering, Tenth World Conference, Balkema, Rotterdam, pp.1491-1496.
|
6 |
Lee, K. L. and Seed, H. B. (1967), "Dynamic strength of anisotropically consolidated sand", Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.93, No.SM5, pp.169-190.
|
7 |
Seed, H. B. and Lee, K. L. (1966), "Liquefaction of saturated sands during cyclic loading", Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.92, No.SM6, pp.105-134.
|
8 |
Townsend, F. C. (1978), "A review of factors affecting cyclic triaxial tests", Dynamic Geotechnical Testing, ASTM STP 654, pp.356-383.
|
9 |
Yamamuro, J. A. and Lade, P. V. (1997), "Static liquefaction of very loose sand", Canadian Geotechnical Journal, Vol.34, pp.905-917.
DOI
|
10 |
Das, B. M. (1993), Principles of Soil Dynamics, PWS-KENT, pp.398-411.
|
11 |
Hwang, Dae Jin (1993), "A Study on the Liquefaction Strength of Silt Containing Sands", Journal of Korean Society of Civil engineers, Vol.13, No.2, pp.243-252 (in Korean).
|
12 |
Singh, S. (1996), "Liquefaction characteristics of silts", Journal of the Geotechnical and Geological Engineering, 14, pp.1-19.
DOI
|