Susumu Nakajima
- (2023): Generalized solution to Coulomb’s seismic active earth pressure acting on rigid retaining wall with cohesive backfill and trial application for evaluation of seismic performance of retaining wall. In: Soils and Foundations, v. 63, n. 1 (February 2023).
- (2022): Seismic probabilistic risk estimation of Japanese railway embankments and risk-based design strength of soil and reinforcement. In: Soil Dynamics and Earthquake Engineering, v. 163 (December 2022).
- (2022): Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures. In: Soils and Foundations, v. 62, n. 4 (August 2022).
- (2022): Recent research development and their applications on aseismic reinforcement of existing railway earth structures. In: Soils and Foundations, v. 62, n. 1 (February 2022).
- (2021): 1 g Shaking table model tests on seismic active earth pressure acting on retaining wall with cohesive backfill soil. In: Soils and Foundations, v. 61, n. 5 (October 2021).
- (2021): Construction and field measurement of high-speed railway test embankment built on Indian expansive soil "Black Cotton Soil". In: Soils and Foundations, v. 61, n. 1 (February 2021).
- (2020): Development of geosynthetic-reinforced soil embankment resistant to severe earthquakes and prolonged overflows due to tsunamis. In: Soils and Foundations, v. 60, n. 6 (December 2020).
- (2019): Dynamic centrifuge model tests and material point method analysis of the impact force of a sliding soil mass caused by earthquake-induced slope failure. In: Soils and Foundations, v. 59, n. 6 (December 2019).
- (2009): A Simplified Procedure to Evaluate Earthquake-Induced Residual Displacements of Conventional Type Retaining Walls. In: Soils and Foundations, v. 49, n. 2 (April 2009).
- (2010): Negative Pore Air Pressure Generation in Backfill of Retaining Walls During Earthquakes and its Effect on Seismic Earth Pressure. In: Soils and Foundations, v. 50, n. 5 (October 2010).
- (2010): Simplified Procedure to Evaluate Earthquake-Induced Residual Displacement of Geosynthetic Reinforced Soil Retaining Walls. In: Soils and Foundations, v. 50, n. 5 (October 2010).
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