1 |
Hausler, E.A. and Sitar, N. (2001), 'Performance of soil improvement techniques in earthquakes', In Proceedings of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Paper No. 10.15
|
2 |
Kammerer, A., Wu, J., Pestana, J., Riemer, M., and Seed, R. (2000), Cyclic simple shear testing of Nevada sand for PEER Center project 2051999. Geotechnical Engineering Research Report No. UCB/GT/00-01, University of California, Berkeley, January
|
3 |
Park, S.-S. and Byrne, P.M. (2004), 'Stress densification and its evaluation', Canadian Geotechnical Journal, Vol.41, pp.181-186
DOI
ScienceOn
|
4 |
Park, S.-S., Sharp, M.K., and Byrne, P.M. (2004), 'The influence of stress densification and centrifuge model preparation method for soil liquefaction', Proceedings of the Fifty Seventh Canadian Geotechnical Conference, 24-27 October 2004, Quebec City, Quebec, Canada
|
5 |
Skempton, A.W. (1986), 'Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation', Geotechnique, Vol.36, No.3, pp.425-447
DOI
|
6 |
Seed, H. B. and Idriss, I. M. (1971), 'Simplified procedure for evaluating soil liquefaction potential', Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.97, No.SM9, pp.1249-1273
|
7 |
Arulmoli, K., Muraleetharan, K.K., Hosain, M.M., and Fruth, L.S. (1992), VELACS laboratory testing program, soil data report. The Earth Technology Corporation, Irvine, California, Report to the National Science Foundation, Washington D.C., March
|
8 |
Ishihara, K., Tsuchiya, H., Huang, Y., and Kamada, K. (2001), 'Recent studies on liquefaction resistance of sand-Effect of saturation', Proceedings of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California, March 26-31, 2001
|
9 |
Park, S.-S. (2005), 'A Two Mobilized-plane model and its application for soil liquefaction analsysis', Ph.D Thesis, The University of British Columbia, Canada (http://www.geomaths.com)
|
10 |
Seed, H. B., Wong, R. T., Idriss, I. M., and Tokimatsu, K. (1986), 'Moduli and damping factors for dynamic analyses of cohesionless soils', Journal of Geotechnical Engineering, ASCE, Vol.112, No.11, pp.1016-1032
DOI
ScienceOn
|
11 |
Itasca Consulting Group Inc. (2000), FLAC, version 4.0. Itasca Consulting Group Inc., Minneapolis
|
12 |
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
|
13 |
Negussey, D., Wijewickreme, D., and Vaid, Y.P. (1988), 'Constant volume friction angle of granular materials', Canadian Geotechnical Journal, Vol.25, No.1, pp.50-55
DOI
ScienceOn
|
14 |
Dewoolkar, M.M., Ko, H.-Y., Stadler, A.T., and Astaneh, S.M.F (1999), 'A substitute pore fluid for seismic centrifuge modeling', Geotechnical Testing Journal, Vol.22, No.3, pp.196-210
DOI
|
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 |
Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder Jr., L.F., Hynes, M.E., Ishihara, K., Koester, J.P., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R.B. and Stokoe, K.H. (2001), 'Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils', Journal of Geotechnical and Geoenvironmental Engineering, Vol.127, No.10, pp.817-833
DOI
ScienceOn
|
17 |
Taylor, D.W. (1948), Fundamentals of Soil Mechanics, John Wiley and Sons, New York
|
18 |
Xia, H. and Hu, T. (1991), 'Effects of saturation and back pressure on sand liquefaction', Journal of Geotechnical Engineering, Vol.117, No.9, pp.1347-1362
DOI
|
19 |
박성식, 김영수, Byrne, P.M., 김대만 (2005), '액상화해석을 위한 간단한 구성모델', 한국 지반공학회 논문집, 제21권, 8호, pp.27-35
과학기술학회마을
|
20 |
Lade, P.V. (2005), 'Overview of constitutive models for soils'. Calibration of constitutive models, Geotechnical Special Publication, No. 139, ASCE
|
21 |
Puebla, H., Byrne, P.M., and Phillips, R. (1997), 'Analysis of CANLEX liquefaction embankments: prototype and centrifuge models', Candian Geotechnical Journal, Vol.34, No.5, pp.641-657
DOI
|
22 |
Chern, J.C. (1985), Undrained response of saturated sands with emphasis on liquefaction and cyclic mobility, Ph.D Thesis, The University of British Columbia, Canada
|