K. Kasama
- Reconnaissance report on geotechnical damage caused by an earthquake with JMA seismic intensity 7 twice in 28 h, Kumamoto, Japan. Dans: Soils and Foundations, v. 56, n. 6 (décembre 2016). (2016):
- Excess pore pressure dissipation and solidification after liquefaction of saturated sand deposits. Dans: Soil Dynamics and Earthquake Engineering, v. 49 (juin 2013). (2013):