Computation the Bridges Earthquake Resistance by the Grid-Characteristic Method
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Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-15-5925-9_15
Reference18 articles.
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3. Ozutsumi, O., Sawada, S., Iai, S., Takeshima, Y., Sugiyama, W., Shimazu, T.: Effective stress analyses of liquefaction-induced deformation in river dikes. Soil Dyn. Earthquake Eng. 22, 1075–1082 (2002)
4. Oka, F., Tsai, P., Kimoto, S., Kato, R.: Damage patterns of river embankments due to the 2011 off the Pacific Coast of Tohoku earthquake and a numerical modeling of the deformation of river embankments with a clayey subsoil layer. Soils Found. 52(5), 890–909 (2012)
5. Boulanger, R.W., Montgomery, J., Ziotopoulou, K.: Nonlinear deformation analyses of liquefaction effects on embankment dams. In: Ansal, A., Sakr, M. (eds.) Perspectives on Earthquake Geotechnical Engineering, pp. 247–283. Springer, Switzerland (2015)
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