Tetsuya Kouno
- Numerical Simulation of Model Tests of Pier-Shallow Foundation Systems Subjected to Earthquake Loads Using an Elasto-Uplift-Plastic Macro Element. In: Soils and Foundations, v. 48, n. 5 (Oktober 2008). (2008):
- Most impacting conventional design parameters on the seismic permanent displacement of shallow foundations. In: Soils and Foundations, v. 52, n. 2 (April 2012). (2012):
- Large-Scale Experiments on Nonlinear Behavior of Shallow Foundations Subjected to Strong Earthquakes. In: Soils and Foundations, v. 48, n. 5 (Oktober 2008). (2008):