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. (accepted)

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. (in press) doi

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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, 2020. (accepted)

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.

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.

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.

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.

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.

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.

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

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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 (4頁)，2007.

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.

Adapa, G., Sawada, K., and 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，2018.

Vargas, R. R., Tobita, T., and 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，2018.

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，2018.

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，2018.

Ueda, K., Rodrigo, V. T. R., and 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. (doi: 10.6140/9789864371419.201710.0007)

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.

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.

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.

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.

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.

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.

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.

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.

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.

Ueda, K., Iai, S., Tobita, T. and 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, pp.1-10, 2012.

Ueda, K., Iai, S. and 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.

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.

Ueda, K., Iai, S. and 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.

Ueda, K., Tobita, T. and 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, pp.1-8, 2008.

Tobita, T., Iai, S. and 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.

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.

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, Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, LEAP-UCD-2017, Springer, pp. 3-29, 2019. doi

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, Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, LEAP-UCD-2017, Springer, pp. 69-103, 2019. doi

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, Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, LEAP-UCD-2017, Springer, pp. 131-156, 2019. doi

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, Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, LEAP-UCD-2017, Springer, pp. 165-185, 2019. doi

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, Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, LEAP-UCD-2017, Springer, pp. 187-218, 2019. doi

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, Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, LEAP-UCD-2017, Springer, pp. 219-236, 2019. doi

Vargas, R. R., Tobita, T., Ueda, K. and Yatsugi, H.: Chapter 17 LEAP-UCD-2017 Centrifuge Test at Kyoto University, Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, LEAP-UCD-2017, Springer, pp. 341-360, 2019. doi

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

Ueda, K.: Chapter 17: Large deformation (finite strain) analysis: theory, Developments in Earthquake Geotechnics (Geotechnical, Geological and Earthquake Engineering Series, #43), Springer, pp. 367-388, 2018.

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

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.

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.

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.