Hiroshi Nakazawa
- Post-liquefaction Process Based On The Sedimentation Of Sand Particles. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (September 2003). (2003):
- Effect of installation geometry on dynamic stability of small earth dams retrofitted with a geosynthetic clay liner. In: Soils and Foundations, v. 59, n. 6 (December 2019). (2019):
- Resistance of Partly Saturated Sand to Liquefaction with Reference to Longitudinal and Shear Wave Velocities. In: Soils and Foundations, v. 42, n. 6 (December 2002). (2002):
- Causes of Showa Bridge Collapse in the 1964 Niigata Earthquake Based on Eyewitness Testimony. In: Soils and Foundations, v. 47, n. 6 (December 2007). (2007):
- Behaviour of Pile Group behind a Sheet Pile Quay Wall Subjected to Liquefaction-Induced Large Ground Deformation Observed in Shaking Test in E-Defense Project. In: Soils and Foundations, v. 49, n. 3 (June 2009). (2009):
- Seismic performance of small earth dams with sloping core zones and geosynthetic clay liners using full-scale shaking table tests. In: Soils and Foundations, v. 58, n. 3 (June 2018). (2018):