1 |
Beaty, M. H. and Byrne, P. M. (1998), An Effective Stress Model for Predicting Liquefaction Behaviour Of Sand, Geotechnical Earthquake Engineering and Soil Dynamics III ASCE Geotechnical Special Publication, Vol.1, No.75, pp.766-777.
|
2 |
BS 8002 (2015), Code of Practice For Retaining Structures.
|
3 |
Finn, W. L., Ledbetter, R. H. and Wu, G. (1994), Liquefaction in Silty Soils: Design and Analysis, Ground Failure under Seismic Conditions, Geotechnical Special Publication, No.44, pp.51-76.
|
4 |
Makra, A. (2013), Evaluation of The UBC3D-PLM Constitutive Model for Prediction of Earthquake Induced Liquefaction on Embankment Dams, TU Delft Msc Graduation Thesis.
|
5 |
Park, S. S., Kim, Y. S., Byrne, P. M., Kim, D. M. (2005), A Simple Constitutive Model for Soil Liquefaction Analysis, Journal of The Korean Geotechnical Society Vol.21, No.8, pp. 27-35.
|
6 |
VDC (Strong-Motion Virrual Data Center) (2021), Data of Superstition Hills, California 1987, https://www.strongmotioncenter.org/vdc/.
|
7 |
Puebla, H., Byrne, M. and Phillips, M. (1997). Analysis of Canlex Liquefaction Embankments Prototype and Centrifuge Models. Canadian Geotechnical Journal, Vol.34, pp.641-657
DOI
|
8 |
Hur, S. H., Lee, S. C., Kim, T. H. and Kim, B. J. (2021), Effect of Fines Content Including Clay on Liquefaction of Silt, Journal of The Korean Geotechnical Society, Vol.37, No.8, pp.5-13.
DOI
|
9 |
Byrne, P. M. (1991), A Cyclic Shear-Volume Coupling and Pore Pressure Model for Sand, International Conferences on Recent Advances in Geotechnical Engineering and Soil Dynamics.
|
10 |
Daftari, A. (2015), New Approach in Prediction of Soil Liquefaction, Geo-Engineering and Mining of the Technische Universitat Bergakademie Freiberg Ph.D Thesis.
|
11 |
Iai, S., Matsunaga, Y. and Kameoka, T. (1990), Strain Space Plasticity Model for Cyclic Mobility, Report of the Port and harbour Research Institute, Vol.29, No.4.
|
12 |
Meyerhof, G. G. (1957), Discussion on Research on determining the density of sands by penetration testing. Proc. 4th Int. Conf. on Soil Mech. and Found. Engrg., Vol. 1, No. 110.
|
13 |
Negussey, D., Wijewickreme, W. K. D., and Vaid, Y. P. (1988), Constant-Volume Friction Angle of Granular Materials, Can. Geotech. J., Vol.25, No.1, pp.50-55
DOI
|
14 |
PLAXIS (2012), Plaxis Liquefaction Model UBC3D-PLM.
|
15 |
Prakash, S. (1981), Soil Dynamics, McGraw-Hil.
|
16 |
Boulanger, R. W. and Ziotopoulou, K. (2015), PM4Sand (Version 3): A Sand Plasticity Model for Earthquake Engineering Applications, Center for Geotechnical Modeling Report No. UCD/CGM-15/01, Department of Civil and Environmental Engineering, University of California, Davis, Calif.
|
17 |
Souliotis, C. and Gerolymos, N. (2016), Seismic Effective Stress Analysis of Quay Wall in Liquefiable Soil: The Case History of Kobe, Int. J. of GEOMATE, Vol.10, No.2, pp.1770-1775
|
18 |
Wu, J., Kammerer, A. M., Riemer, M. F., Seed, R. B. and Pestana, J. M. (2004), Laboratory Study of Liquefaction Triggering Criteria, 13th World Conf on Earthquake Eng, Vancouver BC, Canada: Paper No. 2580. c2004.
|
19 |
Tung, D. V., Tran, N. X., Yoo, B. S. and Kim, S. R. (2020), Evaluation of Input Parameters in Constitutive Models Based on Liquefaction Resistance Curve and Laboratory Tests, Journal of The Korean Geotechnical Society, Vol.36, No.6, pp. 35-46.
DOI
|
20 |
Beaty, M. H. and Byrne, P. M. (2011), UBCSAND Constitutive Model Version 904aR, Itasca UDM Web Site.
|