Kenji Harada
- Centrifuge study on the effect of the SCP improvement geometry on the mitigation of liquefaction-induced embankment settlement. Dans: Soil Dynamics and Earthquake Engineering, v. 148 (septembre 2021). (2021):
- Soil Densification Due to Static Sand Pile Installation for Liquefaction Remediation. Dans: Soils and Foundations, v. 40, n. 2 (avril 2000). (2000):
- Development and improvement effectiveness of sand compaction pile method as a countermeasure against liquefaction. Dans: Soils and Foundations, v. 57, n. 6 (décembre 2017). (2017):
- Post-liquefaction settlement analyses based on the volume change characteristics of undisturbed and reconstituted samples. Dans: Soils and Foundations, v. 56, n. 3 (juin 2016). (2016):
- Evaluation of Undrained Shear Strength of Soils from Field Penetration Tests. Dans: Soils and Foundations, v. 49, n. 1 (février 2009). (2009):
- Characteristics of liquefaction in Tokyo Bay area by the 2011 Great East Japan Earthquake. Dans: Soils and Foundations, v. 52, n. 5 (octobre 2012). (2012):
- Developing Tsunami Fragility Curves from the Surveyed Data of the 2011 Great East Japan Tsunami in Sendai and Ishinomaki Plains. Dans: Coastal Engineering Journal, v. 54, n. 1 (mars 2012). (2012):