Open Access
Issue |
E3S Web Conf.
Volume 156, 2020
4th International Conference on Earthquake Engineering & Disaster Mitigation (ICEEDM 2019)
|
|
---|---|---|
Article Number | 02018 | |
Number of page(s) | 9 | |
Section | Geotechnical | |
DOI | https://doi.org/10.1051/e3sconf/202015602018 | |
Published online | 02 April 2020 |
- Ambraseys, N.N. (1960). The Seismic Stability of Earth Dams, Proceedings of the Second World Conference on Earthquake Engineering, 1345–1363, Tokyo, Japan [Google Scholar]
- Bardet, J. P., Tobita, T., 2001, NERA: A Computer program for Nonlinear Earthquake site Response Analyses of Layered soil deposits, Department of Civil Engineering, University of Southern California. [Google Scholar]
- R. B. J. Brinkgreve, W. M. Swolfs, and E. Engine, PLAXIS User’s Manual, PLAXIS, Delft, The Netherlands, 2011. [Google Scholar]
- Byrne, P. M. (1991). A Cyclic Shear-Volume Coupling and Pore-Pressure Model for Sand, Proceedings: Second Int. Comt. On Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Paper No.1.24, 47–55. [Google Scholar]
- Cubrinovski, M. (2011). Seismic Effective Stress Analysis: Modelling and Application. 5 th International Conference on Earthquake Geotechnical Engineering. [Google Scholar]
- Day, Robert W. (2002). Geotechnical Earthquake Engineering Handbook. New York: Mc.Graw-Hill. [Google Scholar]
- Ebrahimian, E. (2012). Non-Linear Numerical Analysis of Earthquake Induced Deformation of Earth Fill Dams, Advances in Geotechnical Earthquake Engineering - Soil Liquefaction and Seismic Safety of Dams and Monuments, Prof. Abbas Moustafa (Ed.), ISBN: 978-953-51-0025-6 [Google Scholar]
- Finn, W.D.L.; Lee, K.W. & Martin, G.R. An Effective Stress Model for Liquefaction. Journal of Geotechnical Engineering Division ASCE, 103, No.6, 517–553, (1977). [Google Scholar]
- Gazetas, G. Seismic Response of Earth Dams: Some Recent Developments. Soil Dynamics and Earthquake Engineering, 6, No.1, 1–48, (1987) [CrossRef] [Google Scholar]
- Gobbi, S., Lopez-Caballero, F., Forcellini, D. Numerical Analysis of Soil Liquefaction Induced Failure of Embankments. 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. (2017). [Google Scholar]
- Hashash, Y.M. A., Park, D. Viscous damping formulation and high frequency motion propagation in nonlinier site respon analysis. Soil Dynamics and Earthquake Engineering, 22 (7), 611–624, (2002). [CrossRef] [Google Scholar]
- Hazirbaba, K. Pore Pressure Generation Characteristics of Sand and Silty Sands: A Strain Approach, PhD Dissertation, University of Texas at Austin, Austin, (2005). [Google Scholar]
- Idriss, I. M., R.W. Boulanger. Soil Liquefaction During Earthquakes. Earthquake Engineering Research Institute. USA. (2008). [Google Scholar]
- Ishihara, K. Stability of natural soil deposits during earthquakes, Proc. of the 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, A. A. Balkema, Rotterdam/ Boston, 1, 321–376. (1985). [Google Scholar]
- ISO (2005). “Bases for design of structures - seismic actions for designing geotechnical works”. ISO TC 98/SC 3/WG10. [Google Scholar]
- ITASCA. (2007). Manual FLAC Version 7.0, ITASCA Company. [Google Scholar]
- Khatibi, B. R., Sutubadi, M. H., Moradi, G. “Liquefaction Potential Variations Influenced by Building Constructions,” Earth Science Research; 1, No. 2; 2012, 3–29. (2012). [Google Scholar]
- Kuhlemeyer, R. L., and J. Lysmer. “Finite Element Method Accuracy for Wave Propagation Problems,” J. Soil Mech. & Foundations, Div. ASCE, 99(SM5), 421–427 (May 1973). [Google Scholar]
- Martin, G. R. Fundamental of Liquefaction Under Cyclic Loading, J. Geotech., Div. ASCE, 101:5, 423438. (1975). [Google Scholar]
- Matsuoka, H., Nakai, T. Stress-strain relationship of soil based on SMP. Proceeding of Speciality Session, 9th ICSMFE. Tokyo. 153–162. (1977). [Google Scholar]
- Seed, H. B., Idriss I. M. Simplified Procedure for Evaluating Soil Liquefaction Potential, Journal Geotech Engineering Div. ASCE, 97(9),1249–1273. (1971). [Google Scholar]
- Seed, H.B.; Lee, K.L.; Idriss, I.M. & Makdisi, F.I. The Slides in the San Fernando Dams during the Earthquake of February 9, 1971. Journal of the Soil mechanics and Foundation Division ASCE, 101, No. GT7, 651–688. (1975) [Google Scholar]
- Sengara, I.W. “Site Specific Response Analysis (SSRA) and Time-History generation of Thamrin Nine Project”. Jakarta. (2016). [Google Scholar]
- Sherard, J.I., Woodward, R.J., Gizienski, S.F. & Clevencer, W.A. (1963). Earth and Earth-Rock Dams. John Wiely and Sons, Inc. [Google Scholar]
- Task Force Report. “Geotechnical Design Guidelines for Buildings on Liquefiable Sites in Accordance with NBC 2005 for Greater Vancouver Region. (2007). [Google Scholar]
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