F. Oka
- A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus. In: Géotechnique, v. 49, n. 5 (Oktober 1999). (1999):
- 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. In: Soils and Foundations, v. 52, n. 5 (Oktober 2012). (2012):
- Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow. In: Soil Dynamics and Earthquake Engineering, v. 28, n. 6 (Juni 2008). (2008):
- Three-dimensional numerical simulation of earthquake damage to group-piles in a liquefied ground. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 5 (Mai 2007). (2007):