雑誌掲載論文　Journal papers

2024

• ZHANG Zhuocheng, 上田 恭平, 芹川 由布子：EXPERIMENTAL INVESTIGATION ON SEISMIC RESPONSE OF ADJACENT STRUCTURES ON LIQUEFIABLE GROUND , Journal of JSCE , Volume 12 Issue 2 Article ID: 23-131242 , 2024.  https://doi.org/10.2208/journalofjsce.23-13124 

• S. Tamura, Y. Shida：Relation between axial load variation and vertical displacement at pile head during large earthquake , Japanese Geotechnical Society Special Publication , 10(42) , 2024.  https://doi.org/10.3208/jgssp.v10.OS-31-03 

• Y. Shida, S. Tamura：Superstructure-foundation interaction considering settlement during a large earthquake-Effects of shear walls on stress of piles , Japanese Geotechnical Society Special Publication , 10(42) , 2024.  https://doi.org/10.3208/jgssp.v10.OS-44-03   

• S. Tamura, S. Ikeda：Seismic behavior of disconnected piled raft foundation based on dynamic centrifuge tests , World Conference on Earthquake Engineering , 2i-0118 , 2024.

• R. Uzuoka, S. Yamada, K. Ueda ：Effect of internal structure of levees on the seismic and seepage behavior , 18th World Conference on Earthquake Engineering , 2024. https://proceedings-wcee.org/view.html?id=23957&conference=18WCEE

• Z. Tang, K. Ueda, R. Uzuoka：Buckling instability of pile foundations during earthquake-induced liquefaction   , 18th World Conference on Earthquake Engineering  , 2024. https://proceedings-wcee.org/view.html?id=23708&conference=18WCEE

• S.H.S. Jayakody, R. Uzuoka, K. Ueda：Effect of groundwater dynamics in rain-induced landslides: centrifuge and numerical study , Soils and Foundations , 64 , 2024. https://doi.org/10.1016/j.sandf.2024.101482

• G. Padmanabhan, K. Ueda, B.K. Maheshwari, R. Uzuoka ：Reliquefaction behavior of sand and response of pile group subjected to repeated shaking sequence using centrifuge model experiments , Soil Dynamics and Earthquake Engineering  , 182 , 2024. https://doi.org/10.1016/j.soildyn.2024.108741

• A. Sepulveda, M. Zeghal, B.L. Kutter, M.T. Manzari, T. Abdoun, S. Escoffier, S.K. Haigh, W-Y. Hung, E. Korre, G.S.P. Madabhushi, S. Manandhar, M. Okamura, T. Tobita, K. Ueda, Y-G. Zhou ：Correlation of CPT measurements and relative density of LEAP-2017 and LEAP-2020 centrifuge models , Soil Dynamics and Earthquake Engineering , 181 , 2024. https://doi.org/10.1016/j.soildyn.2024.108639

• S. H. S. Jayakody, R. Uzuoka, K. Ueda, K. Saito ：Centrifuge Modeling of Slopes Subjected to Groundwater Flow and Rainfall Infiltration , Progress in Landslide Research and Technology , 3 , 2024. https://doi.org/10.1007/978-3-031-55120-8_10

• 林和宏・小芦憲太朗・忠村一輝・田村修次：乾燥砂地盤－鉄筋コンクリート杭連成系に関する終局耐力評価法の妥当性と簡易解析モデルの適用範囲 , 日本建築学会構造系論文集 , 第818号 pp.395-406, 2024.04.  https://doi.org/10.3130/aijs.89.395 

• A. Sahare, K. Ueda：Novel Insights on the Soil-Pile Dynamic Interaction Considering the Spatial Mobilization of Kinematic Effects , Japanese Geotechnical Society Special Publication , 10 , 2024. https://doi.org/10.3208/jgssp.v10.os-28-04

• G. Padmanabhan, K. Ueda, R. Uzuoka, B.K. Maheshwari：Influence of Foreshock and Aftershock Events on Reliquefaction Potential of Saturated Sand Specimen using Centrifuge Modelling Experiments , Japanese Geotechnical Society Special Publication , 10 , 2024. https://doi.org/10.3208/jgssp.v10.OS-26-02

• R. Uzuoka, J. Xu, S. Yamada, K. Ueda：Centrifuge modeling of slope and embankment subjected to post-shaking rainfall , Japanese Geotechnical Society Special Publication , 10 , 2024. https://doi.org/10.3208/jgssp.v10.KL-3-01

• M. Turner, M. Ghayoomi, K. Ueda, R. Uzuoka：Centrifuge tests to assess the impact of unsaturated soils on seismic bridge performance , Japanese Geotechnical Society Special Publication , 10 , 2024. https://doi.org/10.3208/jgssp.v10.OS-38-02

• Z. Tang, K. Ueda, R. Uzuoka：Dynamic Centrifuge Modeling of Liquefaction-Induced Buckling Instability in Pile During Earthquake , Japanese Geotechnical Society Special Publication , 10 , 2024. https://doi.org/10.3208/jgssp.v10.P1-09

2023

• Kazuhiro Hayashi, Shuhei Takahashi, Tomoki Nakamura, Shuji Tamura: Centrifuge test of non-linear soil–pile response using 1:50 scale reinforced concrete pile , International Journal of Physical Modelling in Geotechnics, Volume 23 Issue 6, 2023.11 , pp. 293-307. https://doi.org/10.1680/jphmg.22.00049

• Sanchitha Hema Sharendra Jayakody, Ryosuke Uzuoka, Kyohei Ueda, Jiawei Xu: Unsaturated slopes behavior under antecedent intermittent rainfall patterns: centrifuge and numerical study , Acta Geotechnica , Volume 18, pages 5773–5790, 2023. https://doi.org/10.1007/s11440-023-02017-w 

2022

• Jiawei Xu; Kyohei Ueda; Ryosuke Uzuoka: Numerical modeling of seepage and deformation of unsaturated slope subjected to post-earthquake rainfall, Computers and Geotechnics, 148, 2022. https://doi.org/10.1016/j.compgeo.2022.104791

• Matthew M. Turner; Majid Ghayoomi; Kyohei Ueda; Ryosuke Uzuoka: Soil–Foundation–Structure Interaction of Inelastic Structural Systems on Unsaturated Soil Layers, Journal of Geotechnical and Geoenvironmental Engineering, 148, 2022. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002819

• Tetsuo Tobita; Kyohei Ueda; Ruben R. Vargas; Koji Ichii; Mitsu Okamura; Asri Nurani Sjafruddin; Jiro Takemura; Lyu Hang; Ryosuke Uzuoka; Susumu Iai; Jad Boksmati; Alessandro Fusco; Samy Torres-Garcia; Stuart Haigh; Gopal Madabhushi; Majid Manzari; Sandra Escoffier; Zheng Li; Dong Soo Kim; Satish Manandhar; Wen Yi Hung; Jun Xue Huang; Truong Nhat Phuong Pham; Mourad Zeghal; Tarek Abdoun; Evangelia Korre; Bruce L. Kutter; Trevor J. Carey; Nicholas Stone; Yan Guo Zhou; Kai Liu; Qiang Ma: LEAP-ASIA-2019: Validation of centrifuge experiments and the generalized scaling law on liquefaction-induced lateral spreading, Soil Dynamics and Earthquake Engineering, 157, 2022. https://doi.org/10.1016/j.soildyn.2022.107237

500 / 5,000

• Ruben R. Vargas; Zhiyuan Tang; Kyohei Ueda; Ryosuke Uzuoka: Validation of numerical predictions for liquefaction phenomenon – Lateral spreading in clean sands, Soils and Foundations, 62, 2022. https://doi.org/10.1016/j.sandf.2021.101101

• Jiawei Xu; Kyohei Ueda; Ryosuke Uzuoka: Evaluation of failure of slopes with shaking-induced cracks in response to rainfall, Landslides, 19, 2022. https://doi.org/10.1007/s10346-021-01734-1

• Matthew M. Turner; Majid Ghayoomi; Kyohei Ueda; Ryosuke Uzuoka: Performance of rocking foundations on unsaturated soil layers with variable groundwater levels, Geotechnique, 72, 2022. https://doi.org/10.1680/jgeot.20.P.221

• 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, 152, 2022. https://doi.org/10.1016/j.soildyn.2021.107036

• Sawamura, Y., Shiraga, S., Hasegawa, G. and Kimura, M.: Centrifuge-model tests on pore water pressure combined with vacuum and embankment loading, International Journal of Physical Modelling in Geotechnics, Vol.22, Issue 1, pp.1-13, 2022. https://doi.org/10.1680/jphmg.19.00025

• Sawamura, Y., Konishi, K., Cui, Y., Kishida, K. and Kimura, M.: Effects of strength and weight of pre-ground improvement  on seismic behavior of shallow overburden tunnel, Tunnelling and Underground Space Technology, Vol.132, 2023. https://doi.org/10.1016/j.tust.2022.104909

• Yomi Harada, Hiroyuki Goto, and Sumio Sawada: Initiation process of tension cracks in soil embankment on liquefied sandy ground investigated from centrifuge model test, Soil Dynamics and Earthquake Engineering, Vol.161, 107444, 2022. https://doi.org/10.1016/j.soildyn.2022.107444

• 中村朋樹・林和宏・小芦憲太朗・齊藤大樹：遠心実験に適用する極小鉄筋コンクリート杭模型の数値解析モデル, コンクリート工学年次論文報告集, Vol.44，No.2, 2022.07.

2021

• 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, Issue 1, 101101, 2022. doi: https://doi.org/10.1016/j.sandf.2021.101101

• 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: https://doi.org/10.1016/j.soildyn.2021.107036

• Xu, J., Ueda, K., Uzuoka, R.: Evaluation of failure of slopes with shaking-induced cracks in response to rainfall, Landslides, 2021. (Published online) doi: https://doi.org/10.1007/s10346-021-01734-1

• Turner, M. M., Ghayoomi, M., Ueda, K., Uzuoka, R.: Performance of Rocking Foundations onUnsaturated Soil Layers with Variable Groundwater Levels, Géotechnique. (Published online) doi: https://doi.org/10.1680/jgeot.20.P.221

• 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: https://doi.org/10.1016/j.sandf.2020.11.007

• 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: https://doi.org/10.1016/j.soildyn.2020.106472 

2020

• • K.UedaaR.UzuokaaS.IaibT.Okamurac: Centrifuge model tests and effective stress analyses of offshore wind turbine systems with a suction bucket foundation subject to seismic load,https://doi.org/10.1016/j.sandf.2020.08.007

  • AnuragSahareaYoshikazuTanakabKyoheiUedab: Numerical study on the effect of rotation radius of geotechnical centrifuge on the dynamic behavior of liquefiable sloping ground, https://doi.org/10.1016/j.soildyn.2020.106339

  • Jiawei Xu, Ryosuke Uzuoka, Kyohei Ueda: Centrifuge model tests on the dynamic response of slopes subjected to water storage at the toe area、https://doi.org/10.3208/jgssp.v08.j34

  • 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.

  • 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.

2019

• • 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.

  • 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.

  • 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.

  • 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.

  • 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.

  • 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.

2018

• • Kutter BL, Carey TJ, Hashimoto T, Zeghal M, Abdoun T, Kokkali P, Madabhushi G, Haigh S, d’Arezzo FB, Madabhushi S, Hung WY, Lee CJ, Cheng HC, Iai S, Tobita T, Ashino T, Ren J, Zhou YG, Chen YM, Sun ZB, Manzari M: LEAP-GWU-2015 experiment specifications, results, and comparisons, Soil Dynamics and Earthquake Engineering, Vol. 113, pp. 616-628, 2018.

  • Tobita T, Ashino T, Ren J, Iai S: Kyoto University LEAP-GWU-2015 tests and the importance of curving the ground surface in centrifuge modelling, Soil Dynamics and Earthquake Engineering, Vol. 113, pp. 650-662, 2018.

  • 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.

  • 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.

  • 金田将吾，林和宏，田村修次，齊藤大樹：乾燥砂地盤における大径RC杭の遠心場振動破壊実験，コンクリート工学年次論文報告集，Vol. 40，No. 2，pp. 907-912，2018.07.

2017

• • 八森渉，林和宏，田村修次，齊藤大樹：乾燥砂地盤－RC系杭－建物系の極限応答に関する遠心場振動実験，コンクリート工学年次論文報告集，Vol.39，No. 2，pp. 817-822，2017.7.

  • 林和宏，田村修次：遠心載荷実験におけるコンクリート系杭の損傷挙動と建物の地震応答，日本建築学会構造系論文集，第740号，pp. 1633-1640，2017.10.

2016

• • 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.

2014

• • 澤村康生，荒居 旅人，岸田 潔，木村 亮：壁面工を有する盛土内に設置されたアーチカルバートにおける縦断方向の地震時挙動に関する遠心模型実験，地盤工学ジャーナル，Vol. 9(1)，pp.41-57, 2014-3.

  • 北勝利：砂質地盤におけるサクションアンカーの把駐特性に関する遠心模型実験，土木学会論文集B3（海洋開発），Vol. 70，No. 2，pp. I_852-I_857，2014.

2010

• • 澤村康生，岸田 潔，木村 亮，小高 武：多ユニットアーチカルバート盛土の耐震安定性に関する動的遠心模型実験，第55回地盤工学シンポジウム論文集，pp.141-146, 2010.11.

  • 肥田剛典，田村修次：液状化地盤における杭剛性が免震構造物の応答と杭応力に及ぼす影響，日本建築学会構造系論文集, Vol. 75, No. 650, pp. 825-830, 2010. 4

  • 高橋良和，小寺雅子：動的相互作用問題への遠心場ハイブリッド実験手法の適用性，土木学会構造工学論文集，Vol.56A, pp.334-341, 2010.

  • 乾 徹・髙井敦史・栗原太志・勝見 武・嘉門雅史（2010）：遠心模型実験によるソイルベントナイト地中連続遮水壁の地震時挙動の評価，材料，Vol.59, No.1, pp.84-88.

2009

• • Danno, K. and Kimura, M. : Evaluation of long-term displacements of pile foundation using coupled FEM and centrifuge model test, Soils and Foundations, Vol.49, No.5, pp.941-958, 2009.

2008

• • 段野孝一郎，磯部公一，木村亮：杭基礎の先端支持力および沈下量に対する群杭効果の考察，地盤工学ジャーナル，Vol.3, No.1, pp.73-83, 2008.

  • 飛田哲男, 井合進, 姜基天, 小西康彦, 原園照二. (2008). "地震によるマンホールの最大浮上量の簡易推定法." 応用力学論文集, 11, 587-594.

2007

• • Tamura, S., Imayoshi, T. and Sakamoto T (2007): Earth pressure and sidewall friction acting on an embedded footing in dry sand based on centrifuge tests, Soils and Foundations, Japan Geotechnical Society , Vol. 47, No. 4, pp.811-819. 

  • Tamura, S., Imayoshi, T. and Sakamoto, T.(2007) : Effects of seismic earth pressure and sidewall friction on pile stress during soil liquefaction, 4th International Conference on Earthquake Geotechnical Engineering, Paper No. 1702.

  • Kimura, M., Inazumi, S., Too, A.J.K, Isobe, K., Mitsuda, Y. and Nishiyama, Y. (2007): Development and application of H-joint steel pipe sheet piles in construction of foundations for structures, Soils and Foundations, Vol.47, No.2, pp.237-251.

  • Okawa, K., Kamei, H., Zhang, F. and Kimura, M.（2007）: Seismic performance of group-pile foundation with inclined steel piles, Advances in Deep Foundations, Taylor & Francis, pp.285-289.

  • 上田恭平, 井合進, 飛田哲男 (2007)：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，地盤工学会, Paper No. 12.

2006

• • 今吉毅、田村修次、坂本忠，初山将克：遠心実験における基礎部の根入れが杭応力に与える影響－乾燥砂実験と飽和砂実験の比較－(2006), 第12回日本地震工学シンポジウム論文集, Ref. No. 142.

  • Isobe, K., Kimura, M., K. Danno, Zhang, F., Kohno, K., Harata, N., Makino, T. and Kuwajima, T. (2006): Seismic performance of Caisson Foundation Reinforced by Steel Pipe Sheet Piles, Proc. of the International Conference on Physical Modelling in Geotechnics, pp.1001-1006.

2005

• • 磯部公一，木村 亮，吉澤幸仁，河野謙治，原田典佳，槇野 健（2005）：鋼管矢板基礎増設による既設橋ケーソン基礎の補強効果に関する実験的研究，土木学会論文集，C，Vol.62，No.1，pp.191-200．

  • Isobe, K. and Kimura, M. (2005): Mechanism of caisson foundation reinforced by steel pipe sheet piles, 16th International Conference on Soil Mechanics and Geotechnical Engineering. (in printing)

  • Isobe, K., Kimura, M., Yoshizawa, Y., Kohno, K., Harata, N. and Makino T. (2005) : Evaluation of effect of strengthening existing caisson foundation against earthquake by steel pipe sheet piles using 3D elast-plastic FEM analysis, The 11th International conference of IACMAG, No.2, 459-466.

  • Tobita, T., Iai, S., Sugaya, M., and Kaneko, H. (2005): Analysis of group pile behavior under lateral spreading, Workshop on Simulation and Seismic Performance of Pile Foundations in Liquefied and Laterally Spreading Ground, U.C. Davis., ASCE Geotechnical Special Publication No. 145, pp. 294-305

  • Iai, S, Tobita, T., Nakamichi, M, and Kaneko, H. (2005): Soil-pile interaction in horizontal plane, Workshop on Simulation and Seismic Performance of Pile Foundations in Liquefied and Laterally Spreading Ground, U.C. Davis., ASCE Geotechnical Special Publication, No.145, pp.38-49

  • Iai, S., Tobita, T., Nakahara, T. (2005): Generalized scaling relations for dynamic centrifuge tests, Geotechnique, Vol.55, No.5, pp.355-362

2004

• • Tobita, T., Iai S., and Rollins, K. M. (2004): Group pile behavior under lateral loading in centrifuge model tests, International Journal of Physical Modelling in Geotechnics, Vol. 4(4), pp. 1-11.

2003

• • Miyamoto, J., Sassa, S. and Sekiguchi, H. (2004): Progressive solidification of a liquefied sand layer during continued wave loading, Geotechnique, Vol. 54, No.10, pp. 617-629.

Related publications found in the DPRI Annuals (1989-2010)

• Kita, K., Yashima, A., Shibata, T., and Ueda, T., Development of shaking test system in DPRI centrifuge, Annuals Disaster Prevention Research Institute, Kyoto University, No. 32 B-2, pp. 207-217, 1989.　→こちら

• Kita, K. and Shibata, T., Assessment of liquefaction potential of sand under centrifugal conditions, Annuals Disaster Prevention Research Institute, Kyoto University, No. 36 B-2, pp. 67-78, 1993.　→こちら

• Adachi, T., Kimura, M., and Morimoto, A., Interaction of laterally loaded pile group, Annuals Disaster Prevention Research Institute, Kyoto University, No. 36 B-2, pp. 79-101, 1993.　→こちら

• Kimura, M., Adachi, T., and Kobayashi, H., Centrifuge model tests on ultimate behavior of laterally loaded reinforced concrete piles, Annuals Disaster Prevention Research Institute, Kyoto University, No. 38 B-2, pp. 67-82, 1995.　→こちら

• Sekiguchi, H., Kita, K., Sassa, S., and Shimamura, T., Development of progressive-wave generating systems in a balanced-beam centrifuge, Annuals Disaster Prevention Research Institute, Kyoto University, No. 39 B-2, pp. 15-26, 1996.　→こちら

• Iai, S., Tobita, T., Miyamoto, J., Inazumi, S., Shimizu, H., and Sekiguchi, H., Development of rapid data acquisition system with wireless network for geotechnical centrifuge, Annuals Disaster Prevention Research Institute, Kyoto University, No. 47B, 2004.　→こちら

• Tobita, T., Iai, S., Nakayama, K., and Hara, T., Dynamic behavior of soil-pile system, Annuals Disaster Prevention Research Institute, Kyoto University, No. 47B, 2004.　→こちら

• Tobita, T., Iai, S., Nakayama, K., Nakamichi, M., and Hirata, K., Dynamic behavior of group pile under lateral spreading, Annuals Disaster Prevention Research Institute, Kyoto University, No. 48B, 2005.　→こちら

• Tobita, T., Iai, S., and Ueda, K., Dynamic behavior of a levee on saturated sand deposit, Annuals Disaster Prevention Research Institute, Kyoto University, No. 49B, 2006.　→こちら

• Tobita, T., Iai, S. and Nishida, K., Verification of generalized scaling relations for dynamic centrifuge experiments, Annuals Disaster Prevention Research Institute, Kyoto University, No. 50B, pp. 379-385, 2007.　→こちら

• Tobita, T., Iai, S. and Noda, S., Generalized Scaling Relations for Level Ground Response, Annuals Disaster Prevention Research Institute, Kyoto University, No. 51B, pp. 315-321, 2008.　→こちら

• Tobita, T., Iai, S., Kang, G.-C., Konishi, Y., and Harazono, S., Simplified method for estimation of the maximum uplift displacement of a manhole during earthquakes, Annuals Disaster Prevention Research Institute, Kyoto University, No. 51B, pp. 355-364, 2008.　→こちら

• Hussien, M., N., Tobita, T. and Iai, S., Experimental and FE Analysis of Seismic Soil-Pile-Superstructure Interaction in Sand, Annuals Disaster Prevention Research Institute, Kyoto University, No. 53B, pp. 299-306, 2010.　→こちら