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