1 |
Hushmand, B., Scott, R.F., and Rashidi, H. (1994), 'VELACS model No.3: Liquefaction in dense and loose sand columns', Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Arulanandan, K. and Scott, R.F. eds., Balkema, Rotterdam, pp.1415-1442
|
2 |
Iai. S. (1989), 'Similitude for shaking table tests on soil-structurefluid model in 1g gravitational field', Soils and Foundations, Vol.29, No.1, pp.105-118
DOI
ScienceOn
|
3 |
Gibson, A.D. (1997), Physical scaling modeling of geotechnical structures at one-g, Ph.D. Thesis, California Institute of Technology, USA
|
4 |
Ko, H.Y. (1988), 'Summary of the state-of-the-art in centrifuge model testing', Centrifuges in Soil Mechanics, Craig W.H., James R.O. & Schofield A.N. eds., Balkema, Rotterdam, pp.11-18
|
5 |
Castro, G. (1969), 'Liquefaction of sands', Harvard Soil Mechanics Series 87, Harvard University
|
6 |
Been, K. and Jeffries, M.G. (1985), 'A state parameter for sands', Geotechnique, Vo1.35, No.2, pp.99-112
DOI
ScienceOn
|
7 |
Iai, S. and Sugano, T. (1999), 'Soil-structure interaction studies through shaking table tests', Proc. of the Second International Conference on Earthquake Geotechnical Engineering, P.S. Seco e Pinto ed., Lisbon, Portugal, Vol.1, pp.365-370
|