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査読付き論文（SCI論文）/ Peer-reviewed (SCI) papers

  1. Xu, J., Uzuoka, R., Ueda, K.: Coupled finite element analysis of the dynamics of poroelastic media considering the relative fluid acceleration, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 48, Issue 14, pp. 3561-3592, 2024. doi

  2. Zeghal, M., Sepulveda, A., Manzari, M. T., Kutter, B. L., Abdoun, T., Haigh, S., Hung, W. Y., Korre, E., Madabhushi, G. S. P., Manandhar, S., Okamura, M., Ueda, K., Zhou, Y. G.: Regression and Trend Analysis of LEAP 2020 Experimental Results, Soil Dynamics and Earthquake Engineering, Vol. 183, 108755, 2024. doi

  3. Jayakody, S. H. S., Uzuoka, R., Ueda, K.: Effect of groundwater dynamics in rain-induced slope failures: centrifuge and numerical study, Soils and Foundations, Vol. 64, Issue 4, 101482, 2024. doi

  4. Padmanabhan, G., Ueda, K., Maheshwari, B. K., Uzuoka, R.: Reliquefaction Behavior of Sand and Response of Pile Group Subjected to Repeated Shaking Sequence using Centrifuge Model Experiments, Soil Dynamics and Earthquake Engineering, Vol. 182, 108741, 2024. doi

  5. Sepulveda, A., Zeghal, M., Kutter, B. L., Manzari, M. T., Abdoun, T., Escoffier, S., Haigh, S., Hung, W. Y., Korre, E., Madabhushi, G. S. P., Manandhar, S., Okamura, M., Tobita, T., Ueda, K., Zhou, Y. G.: Correlation of CPT Measurements and Relative Density of LEAP-2017 and LEAP-2020 Centrifuge Models, Soil Dynamics and Earthquake Engineering, Vol. 181, 108639, 2024. doi

  6. Sahare, A., Choi, G. C., Ueda, K.: 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, Soil Dynamics and Earthquake Engineering, Vol. 179, 108542, 2024. doi

  7. Sahare, A., Ueda, K.: Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions, Soil Dynamics and Earthquake Engineering, Vol. 179, 108510, 2024. doi

  8. Cao, Y., Zhou, Y-G., Ueda, K., Chen, Y-M.: Evaluation of the horizontal cyclic shear stress on the enclosed soil in DSM grid-improved ground by numerical simulation, Computers and Geotechnics, Vol. 166, 105943, 2024. doi

  9. Jayakody, S. H. S., Uzuoka, R., Ueda, K., Xu, J.: Unsaturated slopes behavior under antecedent intermittent rainfall patterns: Centrifuge and Numerical study, Acta Geotechnica, Vol. 18, pp. 5773-5790, 2023. doi

  10. Mase, L. Z., Amri, K., Ueda, K., Apriani, R., Utami, F., Tobita, T., Likitlersuang, S.: Geophysical investigation on the subsoil characteristics of Dendam Tak Sudah Lake site in Bengkulu City, Indonesia, Acta Geophysica, 2023. doi

  11. Xiang, C., Zhang, Y., Huang, D., Ueda, K., Fu, H., Liu, J., Zhao, L: Predictive model for seismic displacements of flexible sliding block subjected to near-fault pulse-like ground motions, Engineering Geology, Vol. 320, 107134, 2023. doi

  12. Ma, Q., Ling, D. S., Meng, D., Ueda, K., Zhou, Y. G.: A modified generalized scaling law for the similitude of dynamic strain in centrifuge modeling, Earthquake Engineering and Engineering Vibration, Vol. 22(3), pp. 589-600, 2023. doi

  13. Turner, M. M., Ghayoomi, M., Ueda, K., Uzuoka, R.: Performance of Rocking Foundations on Unsaturated Soil Layers with Variable Groundwater Levels, Géotechnique, Vol. 72(11), pp. 984-997, 2022. doi

  14. Mase, L. Z., Tanapalungkorn, W., Likitlersuang, S., Ueda, K., Tobita, T.: Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan, Soils and Foundations, Vol. 62(5), 101218, 2022. doi

  15. Xu, J., Ueda, K., Uzuoka, R.: Numerical modeling of seepage and deformation of unsaturated slope subjected to post-earthquake rainfall, Computers and Geotechnics, Vol. 148, 104791, 2022. doi

  16. Tobita, T., Ueda, K., Vargas, R., Ichii, K., Okamura, M., Sjafruddin, A. N., Takemura, J., Lyu, H., Uzuoka, R., Iai, S., Boksmati, J., Fusco, A., García-Torres, S., Haigh, S., Madabhushi, G., Manzari, M., Escoffier, S., Li, Z., Kim, D. S., Manandhar, S., Hung, W. Y., Huang, J. X., Pham, T. N. P., Zeghal, M., Abdoun, T., Korre, E., Kutter, B., Carey, T., Stone, N., Zhou, Y. G., Liu, K., Ma, Q.: LEAP-ASIA-2019: Validation of centrifuge experiments and the generalized scaling law on liquefaction-induced lateral spreading, Soil Dynamics and Earthquake Engineering, Vol. 157, 107237, 2022. doi

  17. Turner, M. M., Ghayoomi, M., Ueda, K., Uzuoka, R.: Soil-Foundation-Structure Interaction of Inelastic Structural Systems on Unsaturated Soil Layers, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 148(7), 04022049, 2022. doi

  18. Ueda, K.: Hierarchical Bayesian approach to estimating variability of liquefaction resistance of sandy soils considering individual differences in laboratory tests, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 148(2), 04021188, 2022. doi

  19. Vargas, R. R., Tang, Z., Ueda, K., Uzuoka, R.: Validation of Numerical Predictions for Liquefaction Phenomenon – Lateral Spreading in clean sands, Soils and Foundations, Vol. 62(1), 101101, 2022. doi

  20. Sahare, A., Ueda, K., Uzuoka, R.: 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, Soil Dynamics and Earthquake Engineering, Vol. 152, 107036, 2022. doi

    • Sahare, A., Ueda, K., Uzuoka, R.: Corrigendum to “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”, Soil Dynamics and Earthquake Engineering, Vol. 156, 107208, 2022. doi

  21. Xu, J., Ueda, K., Uzuoka, R.: Evaluation of failure of slopes with shaking-induced cracks in response to rainfall, Landslides, Vol. 19, pp. 119-136, 2022. doi

  22. Ueda, K.: Effects of confining-pressure dependent Lame moduli on the frequency-dependent amplification of a poro-viscoelastic soil layer under horizontal cyclic loading, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 45(16), pp. 2408-2432, 2021. doi

    • Ueda, K.: Erratum to the “Effects of confining-pressure dependent Lame moduli on the frequency-dependent amplification of a poro-viscoelastic soil layer under horizontal cyclic loading”, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 46(3), pp. 656-656, 2022. doi

  23. Sukkarak, R., Tanapalungkorn, W., Likitlersuang, S., Ueda, K.: Liquefaction analysis of sandy soil during strong earthquake in Northern Thailand, Soils and Foundations, Vol. 61(5), pp. 1302-1318, 2021. doi

  24. Ueda, K. and Iai, S.: Non-coaxiality considering inherent anisotropy under various loading paths in a strain space multiple mechanism model for granular materials, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 45(6), pp. 815-842, 2021. doi

  25. Adapa, G., Ueda, K., Uzuoka, R.: Seismic Stability of Embankment with Different Densities and Upstream Conditions Related to the Water Level, Soils and Foundations, Vol. 61, Issue 1, pp. 185-197, 2021. doi

  26. Vargas, R. R., Ueda, K., Tobita, T.: Centrifuge Modeling of the dynamic response of a sloping ground – LEAP-UCD-2017 and LEAP-ASIA-2019 Tests at Kyoto University, Soil Dynamics and Earthquake Engineering, Vol. 140, 106472, 2021. doi

  27. Ueda, K., Uzuoka, R., Iai, S., Okamura, T.: Centrifuge model tests and effective stress analyses of offshore wind turbine systems with a suction bucket foundation subject to seismic load, Soils and Foundations, Vol. 60, Issue 6, pp. 1546-1569, 2020. doi

  28. Sahare, A., Tanaka, Y., Ueda, K.: Numerical study on the effect of rotation radius of geotechnical centrifuge on the dynamic behavior of liquefiable sloping ground, Soil Dynamics and Earthquake Engineering, Vol. 138, 106339, 2020. doi

  29. Vargas, R. R., Ueda, K., Uemura, K.: 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, Soil Dynamics and Earthquake Engineering, Vol. 133, 106111, 2020. doi

  30. Ueda, K., Sawada, K., Wada, T., Tobita, T. and Iai, S.: Applicability of the generalized scaling law to a pile-inclined ground system subject to liquefaction-induced lateral spreading, Soils and Foundations, Vol. 59, Issue 5, pp. 1260-1279, 2019. doi

  31. Ueda, K., Uratani, K. and Iai, S.: Influence of inherent anisotropy on the seismic behavior of liquefiable sandy level ground, Soils and Foundations, Vol. 59, Issue 2, pp. 458-473, 2019. doi

  32. Ueda, K. and Iai, S.: Constitutive modeling of fabric anisotropy in a strain space multiple mechanism model for granular materials, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 43(3), pp. 708-737, 2019. doi

  33. Zeghal, M., Goswami, N., Kutter, B. L., Manzari, M. T., Abdoun, T., Arduino, P., Armstrong, R.J., Beaty, M., Chen, Y., Ghofrani, A., Haigh, S., Hung, W. Y., Iai, S., Kokkali, P., Lee, C. J., Madabhushi, G., Tobita, T., Ueda, K., Zhou, Y. and Ziotopoulou, K.: Stress-Strain Response of the LEAP Centrifuge Tests and Numerical Predictions, Soil Dynamics and Earthquake Engineering, Vol. 113, pp. 804-818, 2018. doi

  34. Ueda, K. and Iai, S.: Numerical Predictions for Centrifuge Model Tests of a Liquefiable Sloping Ground Using a Strain Space Multiple Mechanism Model Based on the Finite Strain Theory, Soil Dynamics and Earthquake Engineering, Vol. 113, pp. 771-792, 2018. doi

  35. Manzari, M. T., Ghoraiby, M. E., Kutter, B. L., Zeghal, M., Abdoun, T., Arduino, P., Armstrong, R.J., Beaty, M., Carey, T., Chen, Y., Ghofrani, A., Gutierrez, D., Goswami, N., Haigh, S. K., Hung, W. Y., Iai, S., Kokkali, P., Lee, C. J., Madabhushi, G., Mejia, L., Sharp, M., Tobita, T., Ueda, K., Zhou, Y. and Ziotopoulou, K.: Liquefaction Experiment and Analysis Projects (LEAP): Summary of Observations from the Planning Phase, Soil Dynamics and Earthquake Engineering, Vol. 113, pp. 714-743, 2018. doi

  36. Ueda, K., Iai, S. and Tobita, T.: Centrifuge model tests and large deformation analyses of a breakwater subject to combined effects of tsunami, Soil Dynamics and Earthquake Engineering, Vol. 91, pp. 294-303, 2016. doi

  37. Iai, S. and Ueda, K.: Energy-less strain in granular materials - Micromechanical background and modeling, Soils and Foundations, Vol. 56, Issue 3, pp. 391-398, 2016. doi

  38. Iai, S., Ueda, K., Tobita, T. and Ozutsumi, O.: Finite Strain Formulation of a Strain Space Multiple Mechanism Model for Granular Materials, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 37(9), pp. 1189-1212, 2013. doi

  39. Iai, S., Tobita, T., Ozutsumi, O. and Ueda, K.: Dilatancy of Granular Materials in a Strain Space Multiple Mechanism Model, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 35(3), pp. 360-392, 2011. doi

査読付き論文（その他）/ Peer-reviewed papers (others)

  1. 井川誠二，上田恭平，中原知洋，三好俊康，白可：洋上風車モノパイル式基礎の三次元有効応力解析による地震時挙動評価に関する研究，土木学会論文集，Vol. 80，No. 18，2024.（登載可）

  2. Zhang, Z., Ueda, K., Serikawa, Y.: Experimental investigation on seismic response of adjacent structures on liquefiable ground, Journal of JSCE, Vol. 12, No. 2, 23-13124, 2024. doi

  3. 上田恭平，芹川由布子，井上和真：液状化に伴う直接基礎建物の沈下・傾斜被害に及ぼす地盤物性の空間的不均質性の影響，土木学会論文集，Vol. 79，No. 13，22-13009，2023. doi

  4. 上田恭平，玉泉聡士，渦岡良介：非排水繰返しせん断後に間隙水流入を受ける砂のせん断変形特性に及ぼす細粒分の影響，土木学会論文集A1（構造・地震工学），Vol. 78，No. 4，pp. I_70-I_78，2022. doi

  5. Hong, H. K., Tanaka, Y., Sahare, A., Ueda, K.: Effects of Soil Spatial Variability on Dynamic Behavior of Sheet-Pile Supported Ground, Journal of JSCE, Division A1: Structural Engineering/Earthquake Engineering, Vol. 78, No. 4, pp. I_334-I_343, 2022. doi

  6. 田中宣多，中村満太，上田恭平，渦岡良介：樹木を有する斜面の地震時応答特性・安定性，土木学会論文集A1（構造・地震工学），Vol. 77，No. 4，pp. I_689-I_696，2021. doi

  7. 上田恭平，井合進：初期構造異方性を考慮したひずみ空間多重せん断モデルによる誘導異方性の表現，土木学会論文集A2（応用力学），Vol. 76，No. 2，pp. I_359-I_367，2020. doi

  8. 伊藤輝，宮本順司，上田恭平：波による地盤の液状化に関する堆積方向の異方性の影響，土木学会論文集B3（海洋開発），Vol. 76，No. 2，pp. I_474-I_479，2020. doi

  9. 木村雄一郎，Thaw Tar，小野泰明，上田恭平，渦岡良介：サクションバケット基礎の一方向および繰返し水平荷重に対する耐力特性評価，土木学会論文集B3（海洋開発），Vol. 76，No. 2，pp. I_438-I_443，2020. doi

  10. 高田祐希，上田恭平，渦岡良介：ため池堤体の浸透流を考慮した地震時挙動とその対策工の効果，土木学会論文集C（地圏工学），Vol. 76，No. 3，pp. 254-265，2020. doi

  11. 上田恭平，澤田凱人，渦岡良介：盛土圧密進行中に地震作用を受ける粘性土地盤の動的挙動に関する遠心模型実験，土木学会論文集A1（構造・地震工学），Vol. 76，No. 4，pp. I_237-I_248，2020. doi

  12. 井澤淳，小島謙一，荒木豪，大西高明，林田晃，藤原寅士良，上田恭平，舘山勝：脈状割裂注入による効率的な液状化対策工法の開発，土木学会論文集C（地圏工学），Vol. 75，No. 4，pp. 454-468，2019. doi

  13. 上田恭平，和田冬馬，渦岡良介：液状化傾斜地盤の地震時挙動予測の高精度化に向けた遠心模型実験及び有効応力解析，土木学会論文集A1（構造・地震工学），Vol. 75，No. 4，pp. I_494-I_505，2019. doi

  14. 玉泉聡士，上田恭平，渦岡良介：過剰間隙水圧の再分配に着目した細粒分を含む砂質傾斜地盤の側方流動，土木学会論文集A1（構造・地震工学），Vol. 75，No. 4，pp. I_316-I_325，2019. doi

  15. 上田恭平，芦野貴之，井合進：圧密履歴を有する粘性土地盤上の盛土の地震時挙動に関する遠心模型実験，土木学会論文集C（地圏工学），Vol. 75，No. 2，pp. 234-247，2019. doi

  16. 高田祐希，上田恭平，三上武子，井合進：表層不飽和領域への間隙水流入に着目した砂地盤の液状化に関する研究，土木学会論文集A1（構造・地震工学），Vol. 74，No. 4，pp. I_712-I_723，2018. doi

  17. Vargas, R. R., Ueda, K. and Iai, S.: Effects of Soil Spatial Variability on Liquefaction Behavior of Horizontally Layered Ground, Journal of JSCE, Division A1: Structural Engineering/Earthquake Engineering, Vol. 74, No. 4, pp. I_16-I_24, 2018. doi

  18. 上田恭平，白可，井合進：不飽和水平成層地盤の地震時挙動に対する簡易三相系解析の適用性，土木学会論文集C（地圏工学），Vol. 74，No. 2，pp. 130-143，2018. doi

  19. 上田恭平，井合進：多重せん断機構の概念に基づく有限変形を考慮した弾性体構成式の提案, 土木学会論文集A2（応用力学），Vol. 72，No. 2，pp. I_345- I_356，2016. doi

  20. 上田恭平：ケーソン式岸壁の地震応答に及ぼす地盤物性値と幾何学的非線形性の影響に関する感度解析，土木学会論文集A1（構造・地震工学），Vol. 72，No. 4，pp. I_592- I_603，2016. doi

  21. 坂井公俊，上田恭平，石川太郎：地表面地震動評価のための動的変形特性試験を実施する土層の定量的評価法，土木学会論文集A1（構造・地震工学），Vol. 72，No. 4，pp. I_90- I_97，2016. doi

  22. 上田恭平，室野剛隆：均質化法を用いた不均質地盤の地震応答解析に関する基礎的検討，土木学会論文集A1（構造・地震工学），Vol. 71，No. 4，pp. I_557- I_567，2015. doi

  23. 井澤淳，上田恭平，室野剛隆：低加速度・長継続時間地震動による地盤の液状化に関する解析的検討，土木学会論文集A1（構造・地震工学），Vol. 70，No. 4，pp. I_513- I_519，2014. doi

  24. 上田恭平，井澤淳，室野剛隆，井合進：余震の発生が地盤の液状化挙動に及ぼす影響に関する解析的検討，土木学会論文集A1（構造・地震工学），Vol. 70，No. 4，pp. I_578- I_585，2014. doi

  25. 上田恭平，井合進，飛田哲男，小堤治：大変形（有限ひずみ）理論によるケーソン式混成防波堤の地震応答解析，土木学会論文集A1（構造・地震工学），Vol. 69，No. 4，pp. I_385- I_395，2013. doi

  26. 飛田哲男，井合進，上田恭平：地震時における盛土の挙動に関する遠心模型実験と解析，土木学会地震工学論文集，Vol.28，論文番号0037（pp. 1-5），2005. doi

国際会議論文（本文査読）/ International conference papers (peer-reviewed)

  1. Fujii, N., Kiyota, T., Ueda, K., Kurima, J.: Study on applicability of effective stress analysis considering large-strain liquefaction characteristics of sandy soils, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 30, pp. 1133-1136, 2024. doi

  2. Sahare, A., Ueda, K.: Novel Insights on the Soil-Pile Dynamic Interaction Considering the Spatial Mobilization of Kinematic Effects, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 39, pp. 1480-1485, 2024. doi

  3. Padmanabhan, G., Ueda, K., Uzuoka, R., Maheshwari, B. K.: Influence of Foreshock and Aftershock Events on Reliquefaction Potential of Saturated Sand Specimen using Centrifuge Modelling Experiments, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 37, pp. 1401-1406, 2024. doi

  4. Choi, G., Sahare, A., Ueda, K.: Sensitivity Analysis of a Sheet-Pile Wall Retaining a Liquefiable Backfill using the strain space multiple mechanism model, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 7, pp. 144-149, 2024. doi

  5. Ma, Q., Zhou, Y. G., Cao, Y., He, X., Ueda, K., Chen, Y. M.: Validation the applicability of the Type II generalized scaling law using DEM simulations, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 46, pp. 1712-1716, 2024. doi

  6. Uzuoka, R., Xu, J., Yamada, S., Ueda, K.: Centrifuge modeling of slope and embankment subjected to post-shaking rainfall, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 6, pp. 122-127, 2024. doi

  7. Han, Y., Uzuoka, R., Ueda, K., Nakamura, M.: Microscopic Study of Factors Affecting Liquefaction Strength under Anisotropic Conditions, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 46, pp. 1717-1722, 2024. doi

  8. Xiang, C., Ueda, K., Huang, D., Zhang, Y.: Rigid and flexible slope under near-fault pulse ground motions: acceleration records versus synthetic wavelets, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 13, pp. 361-365, 2024. doi

  9. Turner, M., Ghayoomi, M., Ueda, K., Uzuoka, R.: Centrifuge tests to assess the impact of unsaturated soils on seismic bridge performance, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 49, pp. 1825-1830, 2024. doi

  10. Tang, Z., Ueda, K., Uzuoka, R.: Dynamic Centrifuge Modeling of Liquefaction-Induced Buckling Instability in Pile During Earthquake, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 59, pp. 2251-2256, 2024. doi

  11. Inoue, K., Asami, K., Ueda, K., Serikawa, Y., Hattori, T., Kaho, R.: Study on Nonlinear Response of Liquefiable Soils Based on 1G Shaking Table Tests Induced by Spectrum-Compatible Bi-directional Accelerograms, Japanese Geotechnical Society Special Publication (Proceedings of the 8th International Conference on Earthquake Geotechnical Engineering), Vol. 10, Issue 59, pp. 2231-2234, 2024. doi

  12. Jayakody, S. H. S., Uzuoka, R., Ueda, U.: Centrifuge modelling of unsaturated slopes subjected to the integrated effect of groundwater and rainfall infiltration, E3S Web of Conferences, Vol. 382 (8th International Conference on Unsaturated Soils (UNSAT 2023)), Article Number 10003, 2023. doi

  13. Sahare, A., Ueda, K., Uzuoka, R.: Centrifuge modelling for soil-pile kinematic interactions during liquefaction induced lateral spreading under harmonic excitations, Proceedings of the 10th International Conference on Physical Modelling in Geotechnics (Daejeon, Korea 2022), 2022.

  14. Xu, J., Ueda, K., Uzuoka, R.: Centrifuge modeling of the response of slopes to post-earthquake rainfall, Proceedings of the 10th International Conference on Physical Modelling in Geotechnics (Daejeon, Korea 2022), 2022.

  15. Loi, D. H., Ueda, K., Uzuoka, R.: Reproduce the coastal landslide induced tsunami using centrifuge model, Proceedings of the 10th International Conference on Physical Modelling in Geotechnics (Daejeon, Korea 2022), 2022.

  16. Turner, M. M., Komolafe, O., Ghayoomi, M., Ueda, K., Uzuoka, R.: Centrifuge test to assess K0 in unsaturated soil layers with varying groundwater table levels, Proceedings of the 10th International Conference on Physical Modelling in Geotechnics (Daejeon, Korea 2022), 2022.

  17. Jayakody, S. H. S., Uzuoka, R., Ueda, K.: Centrifuge modelling of slopes under intermittent rainfall conditions, Proceedings of the 10th International Conference on Physical Modelling in Geotechnics (Daejeon, Korea 2022), 2022.

  18. Tang, Z., Ueda, K., Uzuoka, R.: Centrifuge modeling of buckling instability of piles during earthquake-induced liquefaction, Proceedings of the 10th International Conference on Physical Modelling in Geotechnics (Daejeon, Korea 2022), 2022.

  19. Tanaka, Y., Ueda, K., Uzuoka, R.: New Soil-Pile Spring Accounting for a Tree-Root System in the Evaluation of Seismic Slope Stability, Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022), pp. 1356-1361, 2022.

  20. Xu, J., Ueda, K., Uzuoka, R.: Performance of Slopes During Earthquake and the Following Rainfall, Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022), pp. 1395-1403, 2022.

  21. Fujii, N., Kiyota, T., Umar, M., Ueda, K.: A Study on Liquefaction Characteristics of Sandy Soil in Large Strain Levels to Improve the Accuracy of Large Deformation Analysis, Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022), pp. 1491-1498, 2022.

  22. Sahare, A., Ueda, K., Uzuoka, R.: Investigation of Lateral Displacement Mechanism in Layered and Uniform Soil Models Subjected to Liquefaction-Induced Lateral Spreading, Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022), pp. 1692-1699, 2022.

  23. Vargas, R., Tang, Z., Ueda, K., Uzuoka, R.: Validation of Numerical Predictions of Lateral Spreading Based on Hollow-Cylinder Torsional Shear Tests and a Large Centrifuge-Models Database, Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022), pp. 1821-1828, 2022.

  24. Turner, M. M., Ghayoomi, M., Ueda, K., Uzuoka, R.: Centrifuge Modeling to Evaluate the Seismic Response of Elastic and Inelastic Structures Embedded in Unsaturated Soil, Geo-Congress 2022, 2022. doi

  25. Xu, J., Uzuoka, R., Ueda, K.: Response of Slopes to Earthquakes and Rainfall, In: Tiwari B., Sassa K., Bobrowsky P.T., Takara K. (eds) Understanding and Reducing Landslide Disaster Risk. WLF 2020. ICL Contribution to Landslide Disaster Risk Reduction, Springer, pp. 311-319, 2021. doi

  26. Tanaka, Y., Ueda, K., Uzuoka, R.: The Characteristics of the Vegetation Distribution Related to the Slope Failure Caused by the Earthquake, In: Tiwari B., Sassa K., Bobrowsky P.T., Takara K. (eds) Understanding and Reducing Landslide Disaster Risk. WLF 2020. ICL Contribution to Landslide Disaster Risk Reduction, Springer, pp. 479-483, 2021. doi

  27. Xu, J., Uzuoka, R., Ueda, K.: Centrifuge model tests on the dynamic response of slopes subjected to water storage at the toe area, Japanese Geotechnical Society Special Publication, Vol. 8 (8th Japan-China Geotechnical Symposium), Issue 11, pp. 459-464, 2020. doi

  28. Sahare, A., Ueda, K., Uzuoka, R.: Sensitivity and Numerical Analysis using Strain Space Multiple Mechanism Model for a Liquefiable Sloping Ground, Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics (ASCE Geotechnical Special Publication No. 318), pp. 51-59, 2020. doi

  29. Ueda, K., Hyodo, J., Sato, K., Sugiura, Y.: Seismic Response Analysis of Liquefiable Sandy Ground Considering Inherent Anisotropy’s Influence, Proceedings of 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG), July 1-4, Torino, Italy, pp. 701-709, 2020. (accepted) doi

  30. Tobita, T., Ichii, K., Okamura, M., Sjafruddin, A. N., Takemura, J., Hang, L., Ueda, K., Uzuoka, R., Vargas, R. R., Boksmati, J., Fusco, A., Torres-Garcia, S., Haigh, S., Madabhushi, G., Manzari, M., Escoffier, S., Li, Z., Kim, D. S., Manandhar, S., Hung, W. Y., Huang, J. X., Pham, T. N. P., Zeghal, M., Abdoun, T., Korre, E., Kutter, B. L., Carey, T. J., Stone, N., Zhou, Y. G., Liu, K., Ma, Q.: LEAP-ASIA-2019: Validation of centrifuge experiments and generalized scaling law onliquefaction-induced lateral spreading, Proceedings of the 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, October 14-18, Taipei, Taiwan, Paper No. TC104-001, 2019.

  31. Uzuoka, R., Unno, T., Matsumaru, T. and Ueda, K.: Three-phase coupled seismic analyses of unsaturated/saturated grounds, Japanese Geotechnical Society Special Publication, Vol. 7 (7th Asia-Pacific Conference on Unsaturated Soils), Issue 2, pp. 38-45, 2019. doi

  32. Adapa, G., Takada, Y., Ueda, K. and Uzuoka, R.: Dynamic Centrifuge Model Tests on Embankment with Different Upstream Conditions, Japanese Geotechnical Society Special Publication, Vol. 7 (7th Asia-Pacific Conference on Unsaturated Soils), Issue 2, pp. 531-540, 2019. doi

  33. Fujii, N., Ueda, K., Sekino, M., Nakama, T. and Tobita, T.: Study on applicability of the Strain Space Multiple Mechanism Model based on Large Deformation theory for the sheet pile structure, Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, June 17-20, Roma, Italy, pp. 2476-2483 (paper No. 250), 2019.

  34. Iai, S. and Ueda, K.: Analysis of partially saturated liquefiable soil through strain space multiple mechanism model, Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, June 17-20, Roma, Italy, pp. 2949-2956 (paper No. 308), 2019.

  35. Tamaizumi, S., Ueda, K. and Uzuoka, R.: Centrifuge Study on the Effect of Fines Content on the Lateral Flow of an Inclined Ground, Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, June 17-20, Roma, Italy, pp. 5183-5190 (paper No. 583), 2019.

  36. Vargas, T. R. R., Tobita, T. and Ueda, K.: Sensitivity of Lateral Spreading to Dr and PGA in Centrifuge Tests at DPRI for LEAP, Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, June 17-20, Roma, Italy, pp. 5489-5497 (paper No. 621), 2019.

  37. Ueda, K., Wada, T. and Uzuoka, R.: Uncertainty quantification of the Seismic Behavior of Liquefiable Sloping Ground, Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, June 17-20, Roma, Italy, pp. 5385-5392 (paper No. 608), 2019.

  38. Kutter, B., Carey, T., Zheng, B., Gavras, A., Stone, N., Zeghal, M., Abdoun, T., Korre, E., Manzari, M., Madabhushi, SPG., Haigh, S., Madabhushi, SSC., Okamura, M., Sjafuddin, AN., Escoffier, S., Kim, DS., Kim, SN., Ha, JG., Tobita, T., Yatsugi, H., Ueda, K., Vargas, RR., Hung, WY., Liao, TW., Zhou, YG., Liu, K.: Twenty-Four Centrifuge Tests to Quantify Sensitivity of Lateral Spreading to Dr and PGA, Proceedings of Geotechnical Earthquake Engineering and Soil Dynamics, V (June 10-13, Austin Texas), pp.383-393, 2018. doi

  39. Carey, T., Gavras, A., Kutter, B., Haigh, SK., Madabhushi, SPG., Okamura, M., Kim, DS., Ueda, K., Hung, WY., Zhou, YG., Zeghal, M. and Manzari, M.: A new shared miniature cone penetrometer for centrifuge testing, Proceedings of 9th International Conference on Physical Modelling in Geotechnics (July 17-20, London), pp. 293-298, 2018.

  40. Takada, Y., Ueda, K., Iai, S. and Mikami, T.: Liquefaction behavior of sandy ground focusing on pore water inflow into partially saturated surface layer, Proceedings of 9th International Conference on Physical Modelling in Geotechnics (July 17-20, London), pp. 1017-1021, 2018.

  41. Sawada, K., Ueda, K. and Iai, S.: Applicability of the generalized scaling law to pile-inclined ground system, Proceedings of 9th International Conference on Physical Modelling in Geotechnics (July 17-20, London), pp. 265-270, 2018.

  42. Ueda, K. and Iai, S.: Effects of soil spatial variability on liquefaction behavior of horizontally layered ground, Proceedings of the 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering, Paper 160 (8 pages), July 16-19, Vancouver, Canada, 2017.

  43. Tobita, T., Ueda, K., Iai, S. and Ren, J.: Uplift resistance of buried pipes with varied cross sections, Proceedings of the 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering, Paper 115 (7 pages), July 16-19, Vancouver, Canada, 2017.

  44. Nakahara, T., Iai, S., Ueda, K., Ichii, K. and Ozutsumi, O.: A study on the fundamental performance of a new constitutive model for clay based on the framework of the strain space multiple mechanism model, Proceedings of the 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering, Paper 458 (8 pages), July 16-19, Vancouver, Canada, 2017.

  45. Fujii, N., Ueda, K., Kuwabara, N, Hyodo, J. and Imono, T.: Centrifuge test and analysis for study using the strain space multiple mechanism model based on large deformation theory, Proceedings of the 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering, Paper 354 (8 pages), July 16-19, Vancouver, Canada, 2017.

  46. Wada, T., Ueda, K., Tobita, T. and Iai, S.: Applicability of the generalized scaling law to the dynamic behavior of pile – inclined ground system in centrifuge model tests, Proceedings of the 1st International Conference on Natural Hazards and Infrastructure, Paper 61 (9 pages), June 28-30, Chania, Greece, 2016.

  47. Kawahara, T., Tobita, T., Ueda, K. and Iai, S.: Numerical analysis of landslides of pyroclastic fall deposits, Proceedings of the 1st International Conference on Natural Hazards and Infrastructure, Paper 65 (12 pages), June 28-30, Chania, Greece, 2016.

  48. Ueda, K., Iai, S. and Ozustumi, O.: Seismic response analysis of caisson type composite breakwater based on finite strain theory, Proceedings of the 1st International Conference on Natural Hazards and Infrastructure, Paper 51 (10 pages), June 28-30, Chania, Greece, 2016.

  49. Iai,S., Ueda, K. and Tobita, T.: Centrifuge model tests and large deformation analyses of a breakwater subject to combined effects of Tsunami, Proceedings of the 6th International Conference on Earthquake Geotechnical Engineering, November 1-4, Christchurch, New Zealand, Paper No. 801 (14 pages), 2015.

  50. Iai,S., Ueda, K. and Ozutsumi, O.: Strain Space Multiple Mechanism Model for Clay under Monotonic and Cyclic Loads, Proceedings of the 6th International Conference on Earthquake Geotechnical Engineering, November 1-4, Christchurch, New Zealand, Paper No. 264 (8 pages), 2015.

  51. Ueda, K., Iai,S. and Ozutsumi, O.: Finite Deformation Analysis of Dynamic Behavior of Embankment on Liquefiable Sand Deposit Considering Pore Water Flow and Migration, Proceedings of the 6th International Conference on Earthquake Geotechnical Engineering, November 1-4, Christchurch, New Zealand, Paper No. 215 (9 pages), 2015.

  52. Izawa, J. and Ueda, K.: Evaluation for soil liquefaction due to long duration earthquakes with low acceleration, Japanese Geotechnical Society Special Publication, Vol. 2 (The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering), Issue 21, pp. 788-793, 2016. doi

  53. Tobita, T., Iai, S. and Ueda, K.: Dynamic Behavior of Sand Levee on Saturated Sand Deposits -Centrifuge and Numerical Studies-, Proceedings of the 100th Anniversary Earthquake Conference Commemorating the 1906 San Francisco Earthquake, April 18-22, 2006, San Francisco, U.S.A., paper No. 1114 (10 pages), 2006.

その他の論文（本文査読なし）/ Other papers (non-peer-reviewed)

  1. 内山康太郎，井上和真，小野祐輔，上田恭平：個別要素法による砂質土を対象とした水平2方向載荷時の挙動分析に関する研究，第26回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集（土木学会），2023.（投稿中）

  2. 浅見健斗，井上和真，上田恭平，芹川由布子，下保亮太，服部孝生：水平2方向入力地震動に対する砂地盤の非線形応答に関する解析的検討，日本地震工学会・大会，2022.

  3. Xu, J., Uzuoka, R., Ueda, K.: Dynamic centrifuge model tests on slopes with water in the base region, The 17th World Conference on Earthquake Engineering, September 27 – October 2, Sendai, Japan, Paper No. 4a-0012, 2021.

  4. Vargas, R., Ueda, K., Uzuoka, R.: Validation of numerical predictions of lateral spreading based on a large centrifuge-models database, The 17th World Conference on Earthquake Engineering, September 27 – October 2, Sendai, Japan, Paper No. 4b-0013, 2021.

  5. Tamura, S., Ito, M., Ueda, K.: Effects of bending stiffness of footing beam and pile tips' support condition on pile behaviors during earthquakes, The 17th World Conference on Earthquake Engineering, September 27 – October 2, Sendai, Japan, Paper No. 4c-0060, 2021.
  6. Sahare, A., Ueda, K., Uzuoka, R.: Kinematic interaction in pile foundation under different lateral spreading events, The 17th World Conference on Earthquake Engineering, September 27 – October 2, Sendai, Japan, Paper No. 4d-0006, 2021.
  7. Hyodo, J., Ueda, K., Ichii, K.: Bearing capacity of pile foundations considering inherent anisotropy of the ground, The 17th World Conference on Earthquake Engineering, September 27 – October 2, Sendai, Japan, Paper No. 4d-0008, 2021.
  8. Adapa, G., Ueda, K., Uzuoka, R.: Effect of drawdown and density on dynamic response of earthen embankment, The 17th World Conference on Earthquake Engineering, September 27 – October 2, Sendai, Japan, Paper No. 4e-0014, 2021.
  9. 渦岡良介，夜久将司，上田恭平：不飽和盛土の動的応答に対する間隙流体の相対加速度の影響，計算工学講演会論文集（Proceedings of the Conference on Computational Engineering and Science），26巻，pp. 866-869，2021.
  10. 藤井紀之，清田隆，上田恭平：液状化時の大ひずみ領域の挙動を考慮した数値解析のための基礎的研究，生産研究，72巻，6号，pp.423-426，2020.
  11. 上田恭平，中原知洋，井川誠二：粒状体の純粋せん断時の応力誘導ファブリックに及ぼす初期構造異方性の影響，京都大学防災研究所年報，第63号B，pp.149-157，2020.
  12. 上田恭平，中原知洋：初期構造異方性を考慮したひずみ空間多重せん断モデルによる応力誘導ファブリックの表現，京都大学防災研究所年報，第62号B，pp.325-337，2019.
  13. Adapa, G., Sawada, K., Ueda, K.: Earthquake amplification factor considering soil non-linearity including liquefaction，第15回日本地震工学シンポジウム，論文番号GO10-02-10，pp. 2201-2209，2018.
  14. Vargas, R. R., Tobita, T., Ueda, K.: Centrifuge tests at Kyoto University for LEAP project, and a probabilistic approach to the sensitivity of lateral spreading to Dr and PGA，第15回日本地震工学シンポジウム，論文番号GO12-01-03，pp. 1946-1953，2018.
  15. 高田祐希，澤田凱人，渦岡良介，上田恭平：サクションバケット基礎の耐風・耐震機構に関する遠心模型実験，第15回日本地震工学シンポジウム，論文番号GO12-01-08，pp. 1994-2003，2018.
  16. 藤井紀之，兵頭順一，桒原直範，井瀬肇，上田恭平：土構造物を対象とした大変形理論に基づくひずみ空間多重せん断モデルの適用性の検討，第61回地盤工学シンポジウム，pp. 261-266，2018.
  17. Ueda, K., Rodrigo, V. T. R., Iai, S.: Effects of Spatial Variability of Soil Properties on Liquefaction Behavior of Horizontally Layered Ground, Proceedings of the 5th International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, pp. 75-87, 2017.
  18. 上田恭平，井合進：多重せん断機構の概念に基づく有限変形を考慮した弾性体構成式の提案，第19回応用力学シンポジウム，2016.
  19. 橋本卓磨，飛田哲男，上田恭平：益城町、西原村及び南阿蘇村における熊本地震被害報告書，京都大学防災研究所年報，第59号B，pp.125-134，2016.
  20. 井合進，上田恭平：ひずみ空間多重せん断モデルによる粘性土の力学挙動の表現，京都大学防災研究所年報，第59号B，pp.92-114，2016.
  21. 上田恭平，井合進：初期構造（固有）異方性を考慮した線形弾性体の多重せん断機構の概念に基づく解釈，京都大学防災研究所年報，第59号B，pp.115-124，2016.
  22. 井澤淳，上田恭平，宇佐美敦浩，室野剛隆：非線形性を考慮したモード解析による表層地盤の地震時挙動評価，第14回日本地震工学シンポジウム，pp.1839-1846，2014.
  23. 上田恭平，室野剛隆：2次元FEMを用いた杭基礎の入力損失効果に関する基礎的検討，第14回日本地震工学シンポジウム，pp.331-340，2014.
  24. 宇佐美敦浩，井澤淳，上田恭平，室野剛隆：液状化を考慮した応答変位法に関する基礎的検討，第59回地盤工学シンポジウム，pp.379-386，2014.
  25. 上田恭平，西岡英俊，喜多直之，田中隆太：シートパイル基礎の液状化抑制効果に及ぼす杭頭拘束条件の影響に関する解析的検討，第59回地盤工学シンポジウム，pp.269-274，2014.
  26. 宇佐美敦浩，上田恭平，井澤淳，室野剛隆：応答変位法を用いた液状化地盤中の杭基礎構造物の応答値算定手法の検討，第17回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集（土木学会），pp.519-524，2014.
  27. 上田恭平，井澤淳，宇佐美敦浩，室野剛隆：モード解析法を改良した液状化地盤の水平変位分布の算定手法に関する検討，第17回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集（土木学会），pp.513-518，2014.
  28. 上田恭平，室野剛隆：均質化法を用いた不均質地盤の地震応答解析に関する基礎的検討，第34回地震工学研究発表会（土木学会），11頁，2014.
  29. 井澤淳，上田恭平，室野剛隆：低加速度・長継続時間地震動による地盤の液状化の評価，第16回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集（土木学会），pp.183-190，2013.
  30. 上田恭平，井澤淳，室野剛隆，井合進：余震の発生が地盤の液状化挙動に及ぼす影響に関する基礎的検討，第16回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集（土木学会），pp.191-198，2013.
  31. 井澤淳，上田恭平，室野剛隆：低加速度・長継続時間地震動による地盤の液状化に関する解析的検討，第33回地震工学研究発表会（土木学会），6頁，2013.
  32. 上田恭平，井澤淳，室野剛隆，井合進：余震の発生が地盤の液状化挙動に及ぼす影響に関する解析的検討，第33回地震工学研究発表会（土木学会），8頁，2013.
  33. Ueda, K., Iai, S., Tobita, T., Ozutsumi, O.: Applicability of Multi-spring Model Based on Finite Strain Theory to Seismic Behavior of Embankment on Liquefiable Sand Deposit, The 15th World Conference on Earthquake Engineering, September 24-28, Lisbon, Portugal, 10 pages, 2012.
  34. Ueda, K., Iai, S., Tobita, T.: Finite Deformation Analysis of Earthquake Induced Damage to Breakwater during 1995 Hyogoken-Nanbu Earthquake, 8th International Conference on Urban Earthquake Engineering, March 7-8, Tokyo Institute of Technology, Tokyo, Japan, pp.261-270, 2011.
  35. 上田恭平，井合進，飛田哲男：1993年北海道南西沖地震で被災した河川堤防の大変形解析，第13回日本地震工学シンポジウム，pp.2088-2095，2010.
  36. Ueda, K., Iai, S., Tobita, T.: Large Deformation Analysis of Dynamic Behavior of Embankment on Liquefiable Sand Deposit Using a Strain Space Multiple Mechanism Model, 7th International Conference on Urban Earthquake Engineering & 5th International Conference on Earthquake Engineering, March 3-5, Tokyo Institute of Technology, Tokyo, Japan, pp.537-545, 2010.
  37. 井合進，上田恭平，飛田哲男，小堤治：砂の力学モデルとしての多重せん断モデルの有限ひずみ（大変形）解析の定式化，京都大学防災研究所年報，第52号B，pp.323-343，2009.
  38. 上田恭平，井合進，飛田哲男，小堤治：幾何学的非線形性を考慮した多重せん断モデル型弾性体の定式化，京都大学防災研究所年報，第52号B，pp.383-394，2009.
  39. Ueda, K., Tobita, T., Iai, S.: A Numerical Study of Dynamic Behavior of a Self-supported Sheet Pile Wall, The 14th World Conference on Earthquake Engineering, October 12-17, Beijing, China, 8 pages, 2008.
  40. 上田恭平，飛田哲男，井合進：自立式矢板護岸の動的有効応力解析，京都大学防災研究所年報，第51号B，pp.339-346，2008.
  41. 上田恭平，井合進，飛田哲男：ライフサイクルコストに基づく盛土構造物の耐震性能評価法，土構造物の地震時における性能設計と変形量予測に関するシンポジウム発表論文集，Paper No. 12，2007.
  42. Tobita, T., Iai, S., Ueda, K.: Dynamic Behavior of Embankments Resting on Liquefiable Sandy Deposits, Third International Conference on Urban Earthquake Engineering, March 6-7, Tokyo Institute of Technology, Tokyo, Japan, pp.113-120, 2006.
  43. Tobita, T., Iai, S., Ueda, K.：Dynamic Behavior of a Levee on Saturated Sand Deposit，京都大学防災研究所年報，第49号B，pp.369-375，2006.
  44. Tobita, T., Iai, S., Ueda, K.: Deformation Mechanism of an Embankment Resting on Saturated Sand Deposits, The 6th Japan-Taiwan Joint Seminar on Natural Hazard Mitigation, 7 pages, 2006.
  45. 飛田哲男，井合進，上田恭平：地震時における盛土の挙動に関する遠心模型実験と解析，地震工学研究発表会 報告集，Vol.28，5頁，2005. doi
総説・著書 / Commentary and Books

  1. Tobita, T., Ichii, K., Ueda, K., Uzuoka, R., Vargas, R. R., Okamura, M., Sjafruddin, A. N., Takemura, J., Hang, L., Iai, S., Boksmati, J., Fusco, A., Torres-Garcia, S., Haigh, S., Madabhushi, G., Manzari, M., Escoffier, S., Li, Z., Kim, D. S., Manandhar, S., Hung, W. Y., Huang, J. X., Pham, T. N. P., Zeghal, M., Abdoun, T., Korre, E., Kutter, B. L., Carey, T. J., Stone, N., Zhou, Y. G., Liu, K., Ma, Q.: LEAP-ASIA-2019: Summary of Centrifuge Experiments on Liquefaction-Induced Lateral Spreading – Application of the Generalized Scaling Law, In: Tobita, T., Ichii, K., Ueda, K. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II, Springer, pp. 3-34, 2024. doi

  2. Ueda, K., Tanaka, Y., Sahare, A., Elgamal, A., Qiu, Z., Wang, R., Zhu, T., Zhou, C., Zhang, J. M., Reyes, A., Barrero, A., Taiebat, M., Yuyama, W., Iai, S., Hyodo, J., Ichii, K., Elbadawy, M. A., Zhou, Y. G., Fasano, G., Chiaradonna, A., Bilotta, E., Arduino, P., Zeghal, M., Manzari, M., Tobita, T.: LEAP-ASIA-2019 Simulation Exercise: Calibration of Constitutive Models and Simulations of the Element Tests, In: Tobita, T., Ichii, K., Ueda, K. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II, Springer, pp. 35-60, 2024. doi

  3. Ueda, K., Tanaka, Y., Sahare, A., Elgamal, A., Qiu, Z., Wang, R., Zhu, T., Zhou, C., Zhang, J. M., Reyes, A., Barrero, A., Taiebat, M., Yuyama, W., Iai, S., Hyodo, J., Ichii, K., Elbadawy, M. A., Zhou, Y. G., Fasano, G., Chiaradonna, A., Bilotta, E., Arduino, P., Zeghal, M., Manzari, M., Tobita, T.: LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results, In: Tobita, T., Ichii, K., Ueda, K. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II, Springer, pp. 61-99, 2024. doi

  4. Vargas, R. R., Ueda, K., Uemura, K.: Dynamic Torsional Shear Tests of Ottawa F-65 Sand for LEAP-ASIA-2019, In: Tobita, T., Ichii, K., Ueda, K. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II, Springer, pp. 101-127, 2024. doi

  5. Vargas, R. R., Ueda, K., Tobita, T.: LEAP-ASIA-2019 Centrifuge Test at Kyoto University, In: Tobita, T., Ichii, K., Ueda, K. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II, Springer, pp. 239–256, 2024. doi

  6. Tanaka, Y., Sahare, A., Ueda, K., Yuyama, W., Iai, S.: LEAP-ASIA-2019 Numerical Simulations Using a Strain Space Multiple Mechanism Model for a Liquefiable Sloping Ground, In: Tobita, T., Ichii, K., Ueda, K. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II, Springer, pp. 335–349, 2024. doi

  7. 渦岡良介，上田恭平，上野勝利：浸透・震動を考慮した遠心模型実験，地盤工学会誌，Vol.68，No.7，pp.11-14，2020.

  8. Kutter, B., Carey, T. J., Bonab, M. H., Stone, N., Manzari, M., Zeghal, M., Escoffier, S., Haigh, S. K., Madabhushi, G., Hung, W. Y., Kim, D. S., Kim, S. N., Okamura, M., Tobita, T., Ueda, K. and Zhou, Y. G.: Chapter 1 LEAP-UCD-2017 V. 1.01 Model Specifications, In: Kutter B., Manzari M., Zeghal M. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, Springer, pp. 3-29, 2019. doi

  9. Kutter, B., Carey, T., Stone, N., Zheng, B. L., Garvas, A., Manzari, M., Zeghal, M., Abdoun, T., Korre, E., Escoffier, S., Haigh, S. K., Madabhushi, G. S., Madabhushi, S. S. C., Hung, W. Y., Liao, T. W., Kim, D. S., Kim, S. N., Ha, J. G., Kim, N. R., Okamura, M., Sjafruddin, A. N., Tobita, T., Ueda, K., Vargas, R., Zhou, Y. G., Liu, K.: Chapter 4 LEAP-UCD-2017 Comparison of Centrifuge Test Results, In: Kutter B., Manzari M., Zeghal M. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, Springer, pp. 69-103, 2019. doi

  10. Goswami, N., Zeghal, M., Kutter, B., Manzari, M., Abdoun, T., Carey, T., Escoffier, S., Ha, J. G., Haigh, S., Hung, W. Y., Kim, D. S., Kim, S. N., Korre, E., Liao, T. W., Liu, K., Madabhushi, G., Madabhushi, S., Okamura, M., Sjafuddin, A. N., Tobita, T., Ueda, K., Vargas, R. and Zhou, Y. G.: Chapter 7 Difference and Sensitivity Analyses of the LEAP-2017 Experiments, In: Kutter B., Manzari M., Zeghal M. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, Springer, pp. 131-156, 2019. doi

  11. Manzari, M., Ghoraiby, M., Zeghal, M., Kutter, B., Arduino, P., Barrero, A. R., Bilotta, E., Chen, L., Chen, R., Chiaradonna, A., Elgamal, A., Fasano, G., Fukutake, K., Fuentes, W., Ghofrani, A., Ichii, K., Kiriyama, T., Lascarro, C., Mercado, V., Montgomery, J., Ozutsumi, O., Qiu, Z., Taiebat, M., Travasarou, T., Tsiaousi, D., Ueda, K., Ugalde, J., Wada, T., Wang, R., Yang, M., Zhang, J. M., Ziotopoulou, K.: Chapter 9 LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests, In: Kutter B., Manzari M., Zeghal M. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, Springer, pp. 165-185, 2019. doi

  12. Manzari, M., Ghoraiby, M., Zeghal, M., Kutter, B., Arduino, P., Barrero, A. R., Bilotta, E., Chen, L., Chen, R., Chiaradonna, A., Elgamal, A., Fasano, G., Fukutake, K., Fuentes, W., Ghofrani, A., Haigh, S., Hung, W. Y., Ichii, K., Kim, D. S., Kiriyama, T., Lascarro, C., Madabhushi, G., Mercado, V., Montgomery, J., Okamura, M., Ozutsumi, O., Qiu, Z., Taiebat, M., Tobita, T., Travasarou, T., Tsiaousi, D., Ueda, K., Ugalde, J., Wada, T., Wang, R., Yang, M., Zhang, J. M., Zhou, Y. G., Ziotopoulou, K.: Chapter 10 LEAP-2017: Comparison of the Type-B Numerical Simulations with Centirfuge Test Results, In: Kutter B., Manzari M., Zeghal M. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, Springer, pp. 187-218, 2019. doi

  13. Kutter, B., Manzari, M., Zeghal, M., Arduino, P., Barrero, A., Carey, T., Chen, L., Elgamal, A., Ghofrani, A., Montgomery, J., Ozutsumi, O., Qiu, Z., Taiebat, M., Tobita, T., Travasarou, T., Tsiaousi, D., Ueda, K., Ugalde, J., Wada, T., Yang, M., Zheng, B., Ziotopoulou, K.: Chapter 11 Numerical Sensitivity Study Compared to Trend of Experiments for LEAP-UCD-2017, In: Kutter B., Manzari M., Zeghal M. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, Springer, pp. 219-236, 2019. doi

  14. Vargas, R. R., Tobita, T., Ueda, K. and Yatsugi, H.: Chapter 17 LEAP-UCD-2017 Centrifuge Test at Kyoto University, In: Kutter B., Manzari M., Zeghal M. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, Springer, pp. 341-360, 2019. doi

  15. Ueda, K. and Wada, T.: Chapter 28 LEAP-UCD-2017 Type-B Predictions through FLIP at Kyoto University, In: Kutter B., Manzari M., Zeghal M. (eds) Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, Springer, pp. 563-579, 2019. doi

  16. 地震工学委員会・性能設計に対応した繰返しせん断試験検討小委員会（委員長：吉田 望，副委員長：渦岡良介，幹事：三上武子，委員：一井康二，市川卓也，上田恭平，大矢陽介，金田一広，塩見忠彦，仙頭紀明，兵頭順一，飛田善雄，矢部正明）：性能設計のための土の繰返しせん断試験の標準化 その2 標準試験法の提案，土木学会論文集C（地圏工学），Vol. 75，No. 3，pp. 248-256，2019. doi

  17. 地震工学委員会・性能設計に対応した繰返しせん断試験検討小委員会（委員長：吉田 望，副委員長：渦岡良介，幹事：三上武子，委員：一井康二，市川卓也，上田恭平，大矢陽介，金田一広，塩見忠彦，仙頭紀明，兵頭順一，飛田善雄，矢部正明）：性能設計のための土の繰返しせん断試験の標準化 その1 解析側から見た問題点，土木学会論文集C（地圏工学），Vol. 75，No. 2，pp. 146-154，2019. doi

  18. Ueda, K.: Chapter 17: Large deformation (finite strain) analysis: theory, In: Iai S. (eds) Developments in Earthquake Geotechnics. Geotechnical, Geological and Earthquake Engineering, vol 43, Springer, pp. 367-388, 2018.

  19. Nakahara, T., Ueda, K. and Iai, S.: Chapter 15: Modelling of Cohesive Soils: Soil Element Behaviors, In: Iai S. (eds) Developments in Earthquake Geotechnics. Geotechnical, Geological and Earthquake Engineering, vol 43, Springer, pp.317-340, 2018.

  20. 一井康二，上田恭平，溜幸生，中原知洋：FLIPを用いた地盤地震応答解析の最前線，地盤工学会誌，Vol.63，No.10，pp.8-11，2015.

  21. Tobita, T., Manzari, M. T., Ozutsumi, O., Ueda, K., Uzuoka, R., and Iai, S.: Benchmark centrifuge tests and analyses of liquefaction-induced lateral spreading during earthquake, Geotechnics for Catastrophic Flooding Events, CRC Press/Balkema (Taylor & Francis Group), pp.127-182, 2014.

  22. 室野剛隆，上田恭平，坂井公俊：巨大地震における本震後の余震の評価と耐震設計への影響，地盤工学会誌，Vol.62，No.1，pp.20-23，2014.

投稿中の論文 / Papers in submission

  • Sahare, A. Furuya, R., Ueda, K.: Cyclic kinematics of an embedded cantilever retaining structure with a saturated backfill: Novel insights from centrifuge modelling on the influence of initial static shear and co-seismic seepage, Soils and Foundations. (submitted)

  • Ma, Q., Yang, X. T., Ueda, K., Zhou, Y. G.: DEM research on the characterization capabilities of the state parameter.

論文査読 / Paper review

  • Advances in Civil Engineering

  • Bulletin of Earthquake Engineering

  • Bulletin of the New Zealand Society for Earthquake Engineering

  • Computers and Geotechnics

  • Earth, Planets and Space

  • Engineering Geology

  • Geophysical Journal International

  • Geotechnical Testing Journal

  • Géotechnique Letters

  • Geotextiles and Geomembranes

  • International Journal of Physical Modelling in Geotechnics

  • Journal of Engineering and Technological Sciences

  • Journal of GeoEngineering

  • Journal of Geotechnical and Geoenvironmental Engineering (ASCE)

  • Landslides

  • Ocean Engineering

  • Rivista Italiana di Geotecnica

  • Royal Society Open Science

  • Soil Dynamics and Earthquake Engineering

  • Soils and Foundations (JGS)

  • Tunnelling and Underground Space Technology

  • Water Resources Research

  • 土木学会論文集（土木学会）

  • 地盤工学ジャーナル（地盤工学会）

  • 日本地震工学会論文集（日本地震工学会）

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