1 |
Byrne, P.M., Park, S.-S., Beaty, M., Sharp, M., Gonzalez, L. and Abdoun, T. (2004), 'Numerical modeling of liquefaction and comparison with centrifuge tests', Canadian Geotechnical Journal, Vol.41, No.2, pp.193-211
DOI
ScienceOn
|
2 |
Ladd, S. R. (1974), 'Specimen preparation and liquefaction of sands', Journal of the Geotechnical Engineering Division, Vol.100, GT10, pp.1180-1184
|
3 |
Sharp, M. K., Dobry, R., and Abdoun, T. (2003), 'Liquefaction centrifuge modeling of sands of different permeability', Journal of Geotechnical and Geoenvironmental Engineering, Vol.129, No.12, pp.1083-1091
DOI
ScienceOn
|
4 |
Taboada, V. M. and Dobry, R. (1993), 'Experimental results of Model No 1 at RPI', Proceedings of the International Conference on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Vol. 1, Balkema, Rotterdam, the Netherlands, pp.3-17
|
5 |
Park, S.-S. and Byrne, P.M. (2004), 'Stress densification and its evaluation', Canadian Geotechnical Journal, Vol.41, No.1, pp.181-186
DOI
ScienceOn
|
6 |
Florin, V. A. and Ivanov, P. L. (1961), 'Liquefaction of saturated sandy soils', Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Vol.1, pp.107-111
|
7 |
Byrne, P.M., Beaty, M., and Park, S.-S. (2001), 'Analyses of ERDC centrifuge tests using UBCSAND', Report to Engineer Research Development Center, Dec. 2001
|
8 |
Mulilis, J. P., Arulanandan, K., Mitchell, J. K., Chan, C. K. and Seed, H. B. (1977), 'Effects of sample preparation on sand liquefaction', Journal of the Geotechnical Engineering Division, Vol.103, No.GT2, pp.91-108
|
9 |
Sriskandakumar, S. (2004), 'Cyclic loading response of Fraser River sand for validation of numerical models simulating centrifuge tests', MASc. Thesis, Department of Civil Engineering, University of British Columbia
|
10 |
Kuebris, R. and Vaid, Y. P. (1988), 'Sand sample preparation-the slurry deposition method', Soils and Foundations, Vol.28, No.4, pp.107-118
|
11 |
Katagiri, M. and Takemura, J. (1998), '2. Test programme', Centrifuge 98, Vol.2, pp.1091-1094
|
12 |
Vaid, Y. P, Sivathayalan, S. and Stedman, D. (1999), 'Influence of specimen-reconstituting method on the undrained response of sand', Geotechnical Testing Journal, Vol.22, No.3, pp.187-195
DOI
|
13 |
Bellotti, R., Ghionna, V. N. and Morabito, P. (1991), 'Uniformity tests in calibration chamber samples by the thermal probe method', Geotechnical Testing Journal, Vol.14, No.2, pp.195-205
DOI
|
14 |
Arulanandan, K, Anandarajah, A and Abghari, A. (1982), 'Centrifuge modelling of soil liquefaction susceptibility', Physical modeling of soil dynamics problems, preprint 82-063, American Society of Civil Engineers, Las Vegas, NY, April 26-30
|
15 |
Arulanandan, K. and Scott, R.F. (1993), 'Verification of numerical procedures for the analysis of soil liquefaction problems', Proceedings of the International Conference on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Vols. 1 and 2, Balkema, Rotterdam, the Netherlands
|
16 |
Gonzalez, L, Abdoun, T., and Sharp, M.K. (2002), 'Modeling of seismically induced liquefaction under high confining stress', International Journal of Physical Modelling in Geotechnics, Vol.2, No.3, pp.1-15
DOI
ScienceOn
|
17 |
Schofield, A. N. (1980), 'Cambridge geotechnical centrifuge operations', Geotechnique, Vol.30, No.3, pp.227-268
DOI
ScienceOn
|