Kyohei Ueda 
- (2024): Role of initial static shear on the cyclic response of saturated backfill retained by a sheet-pile wall: Insights from the strain space multiple mechanism model. In: Soil Dynamics and Earthquake Engineering, v. 179 (April 2024).
- (2024): Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions. In: Soil Dynamics and Earthquake Engineering, v. 179 (April 2024).
- (2023): A modified generalized scaling law for the similitude of dynamic strain in centrifuge modeling. In: Earthquake Engineering and Engineering Vibration, v. 22, n. 3 (May 2023).
- (2022): Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan. In: Soils and Foundations, v. 62, n. 5 (October 2022).
- (2022): LEAP-ASIA-2019: Validation of centrifuge experiments and the generalized scaling law on liquefaction-induced lateral spreading. In: Soil Dynamics and Earthquake Engineering, v. 157 (June 2022).
- (2022): Validation of numerical predictions for liquefaction phenomenon – Lateral spreading in clean sands. In: Soils and Foundations, v. 62, n. 1 (February 2022).
- (2022): Influence of the sloping ground conditions and the subsequent shaking events on the pile group response subjected to kinematic interactions for a liquefiable sloping ground. In: Soil Dynamics and Earthquake Engineering, v. 152 (January 2022).
- (2021): Liquefaction analysis of sandy soil during strong earthquake in Northern Thailand. In: Soils and Foundations, v. 61, n. 5 (October 2021).
- (2021): Seismic stability of embankments with different densities and upstream conditions related to the water level. In: Soils and Foundations, v. 61, n. 1 (February 2021).
- (2019): Influence of inherent anisotropy on the seismic behavior of liquefiable sandy level ground. In: Soils and Foundations, v. 59, n. 2 (April 2019).
- (2016): Energy-less strain in granular materials – Micromechanical background and modeling. In: Soils and Foundations, v. 56, n. 3 (June 2016).
- (2019): Applicability of the generalized scaling law to a pile-inclined ground system subject to liquefaction-induced lateral spreading. In: Soils and Foundations, v. 59, n. 5 (October 2019).
- (2021): Centrifuge modeling of the dynamic response of a sloping ground – LEAP-UCD-2017 and LEAP-ASIA-2019 tests at Kyoto University. In: Soil Dynamics and Earthquake Engineering, v. 140 (January 2021).
- (2020): Numerical study on the effect of rotation radius of geotechnical centrifuge on the dynamic behavior of liquefiable sloping ground. In: Soil Dynamics and Earthquake Engineering, v. 138 (November 2020).
- (2020): Influence of the relative density and K0 effects in the cyclic response of Ottawa F-65 sand - cyclic Torsional Hollow-Cylinder shear tests for LEAP-ASIA-2019. In: Soil Dynamics and Earthquake Engineering, v. 133 (June 2020).
- (2018): Numerical Predictions for Centrifuge Model Tests of a Liquefiable Sloping Ground Using a Strain Space Multiple Mechanism Model Based on the Finite Strain Theory. In: Soil Dynamics and Earthquake Engineering, v. 113 (October 2018).
- (2018): Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions. In: Soil Dynamics and Earthquake Engineering, v. 113 (October 2018).
- (2018): Liquefaction experiment and analysis projects (LEAP): Summary of observations from the planning phase. In: Soil Dynamics and Earthquake Engineering, v. 113 (October 2018).
- (2016): Centrifuge model tests and large deformation analyses of a breakwater subject to combined effects of tsunami. In: Soil Dynamics and Earthquake Engineering, v. 91 (December 2016).
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