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