English

准教授 (Associate Professor)：木元 小百合 (Sayuri KIMOTO)

主な研究テーマ

地盤の大変形・破壊の実験とシミュレーション，
高性能液状化解析法，ガスハイドレート含有地盤

主な担当授業

（全学）地盤の科学入門
（学部）土質実験及び演習
（学部）土質力学Ｉ及び演習
（大学院）地盤力学
（大学院）計算地盤工学

E-mail

kimoto.sayuri.6u_at_kyoto-u.ac.jp
("_at_"を"@"にして下さい)

学歴

1994年3月

兵庫県立 兵庫高等学校　卒業

1998年3月

京都大学 工学部 土木工学科　卒業

2000年3月

京都大学大学院 工学研究科 土木工学専攻　修士課程　修了

2003年3月

京都大学大学院 工学研究科 土木工学専攻　博士後期課程　修了

---

職歴

2003年4月～2006年6月

京都大学大学院 工学研究科 助手

2006年7月～2007年3月

京都大学大学院 工学研究科 助教授

2007年4月～現在

京都大学大学院 工学研究科 准教授

---

受賞

• 平成17年5月地盤工学会論文賞
  「Anisotropic behavior of soft sedimentary rock and a constitutive model」
• GEOMATE 2015 Best Paper Award
  「Liquefaction analysis of reclaimed ground in Urayasu city considering main shock and aftershock of the 2011 off the coast of Tohoku earthquake」
• 平成27年度地盤工学会論文賞
  「Study of dynamic stability of unsaturated embankments with different water contents by centrifugal model tests」 　

---

所属学会

土木学会，地盤工学会，材料学会，資源・素材学会

---

研究業績 (2019年3月20日　更新)

論文（学術誌）, SCIENTIFIC JOURNAL

• Oka, F, Shahbodagh Khan, B. and Kimoto, S., A computational model for dynamic strain localization in unsaturated elasto-viscoplastic soils, Int J Numer Anal Methods Geomech., Vol. 43, pp. 138-165, DOI: 10.1002/nag.2857, 2019.
• Iwai, H., Konishi, Y., Saimyou, K., Kimoto, S., Oka, F., Rate effect on the stress-strain relations of synthetic carbon dioxide hydrate-bearing sand and its dissociation test by thermal stimulation, Soils and Foundations, Vol. 58(5), https://doi.org/10.1016/j.sandf.2018.05.007, 2018.
• Chen, L., Kimoto, S., Numerical Analysis of Damaged River Embankment during the 2011 Tohoku Earthquake Using a Multiphase-Coupled FEM Analysis Method, Geofluids, Volume 2018, Article ID 5191647, https://doi.org/10.1155/2018/5191647, 2018.
• Oka, F., Kimoto, S., A cyclic elastoplastic constitutive model and effect of non-associativity on the response of liquefiable sandy soils, Acta Geotechnica, https://doi.org/10.1007/s11440-018-0659-0, 2018.
• Iwai, H, Konishi, Y., Kimoto, S., Undrained triaxial compression tests on artificial CO2-hydratebearing sand specimens, Int. Conf. on Greenhouse Gas Control Technologies, GHGT-13, 14-18, November 2016, Lausanne, Switzerland, Energy Procedia, 114, pp.3175-3184, 2017.
• Kimoto, S., Oka, F., Morimoto, Y., The effective stress concept and the evaluation of changes in pore air pressure under jacketed isotropic compression tests for dry sand based on the 2‐phase porous theory. Int J Numer Anal Methods Geomech. 2017;1–14. https://doi.org/10.1002/nag.2705, DOI: 10.1002/nag.2705, 2017.
• 赤木俊文, 青田 周平, 木元小百合, 岡二三生: 多相連成解析手法に基づく地盤の内部浸食の数値解析, 土木学会論文集A2（応用力学）, Vol. 72, No. 2（応用力学論文集Vol. 19）, I_75-I_86, 2016.
• Oka, F., Kimoto, S., Yui, H., Matsuoka, H., Tsai, P.S., Liquefaction analyses of ground and levee considering the damage by the 2011 Great Tohoku Earthquake and lessons, Journal of Disaster Research, Vol.11, No.5, pp.830-844, 2016.
• Oka, F., Yui, H., Kimoto, S., Kinugawa, T., New evaluation method for liquefaction of ground using dynamic liquefaction analysis method and its application, Int. J. of Geomechanics, Vol.16 (5), DOI: 10.1061/(ASCE)GM.1943-5622.0000557, 2016.
• Oka, F., Takada, N., Shimono, K., Higo, Y., Kimoto, S., A large-scale excavation in soft Holocene deposit and its elasto-viscoplastic analysis, Acta Geotechnica, DOI 10.1007/s11440-016-0445-9, 2016.
• Akaki, T., Kimoto, S. and Oka, F., Chemo-thermo-mechanically coupled seismic analysis of methane hydrate-bearing sediments during a predicted Nankai Trough Earthquake, Int. J. for Numerical and Analytical Methods in Geomechanics, 2016 (Published online in Wiley Online Library (wileyonlinelibrary.com). DOI: 10.1002/nag.2527).
• Iwai, H., Kimoto, S., Akaki, T., Oka, F., Stability analysis of methane hydrate-bearing soil considering dissociation, Energies, Vol.8, 5381-5412; doi:10.3390/en8065381, 2015.
• Higo, Y., Lee, C.-W., Doi, T., Kinugawa, T., Kimura, M., Kimoto, S., Oka, F., Study of dynamic stability of unsaturated embankments with different water contents by centrifugal model tests, Soils and Foundations, Vol. 55, No.1, 112-126, 2015.
• 木元小百合, 岩井裕正, 最明和樹, 進藤拓人, 岡 二三生, ガスハイドレート含有地盤材料への弾粘塑性構成式の適用, 材料, Vol.64, No.4, pp.317-322, 2015.
• Kimoto, S., Shahbodagh Khan, B., Mirjalili, M, and Oka, F., A Cyclic Elasto-Viscoplastic Constitutive Model for Clay Considering the Nonlinear Kinematic Hardening Rules and the Structural Degradation, Int. J. Geomechanics, Vol.15, No.5, A4014005, 2015.
• Shahbodagh Khan, B., Mirjalili, M., Kimoto, S., and Oka, F., Dynamic analysis of strain localization in water-saturated clay using a cyclic elasto-viscoplastic model, Int. J. Numer. Anal. Meth. Geomech., Vol.38, pp. 771-793, 2014.
• Kimoto, S., Oka, F., and Garcia, E.F., Numerical Simulation of the Rainfall Infiltration on Unsaturated Soil Slope Considering a Seepage Flow, Geotechnical Engineering Journal of the SEAGS & AGSSEA Vol. 44, No. 3, September, pp. 1-13, 2013.
• Karim, M.R., Oka, F., Krabbenhoft, K., Leroueil, S. and Kimoto, S., Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model, Int. J. Num. Anal. Meth. in Geomech., Vol. 37, pp. 2801-2824, 2013.
• Higo, Y., Oka, F., Sato, T., Matsushima, Y. and Kimoto, S., Investigation of localized deformation in partially saturated sand under triaxial compression by microfocus X-ray CT with digital image correlation, Soils and Foundations, Vol. 53, No. 2, pp.181-198, 2013.
• 岡二三生，吉田信之，甲斐誠士，飛田哲男，肥後陽介，鳥居宣之，鏡原聖史，中西典明，木元小百合，山川優樹，東瀬康孝，渦岡良介，京谷孝史, 東北地方太平洋沖地震被害調査報告－宮城県北部－, 地盤工学ジャーナル, Vol. 7, No. 1, pp. 37-55, 2012.
• Oka, F., Tsai, P.S., Kimoto, S. and Kato, R., Damage patterns of river embankments due to the 2011 off the Pacific Coast of Tohoku earthquake and a numerial modeling of the deformation of river embankments with a clayey subsoil layer, Soils and Foundations, Vol. 52, No. 5, pp. 890-899, 2012.
• Mirjalili, M., Kimoto, S., Oka, F. and Hattori, T., Long-term consolidation analysis of a large-scale embankment construction on soft clay deposits using an elasto-viscoplastic model, Soils and Foundations, Vol. 52, No.1, pp. 18-37, 2012.
• Higo, Y, Oka, F., Kimoto, S., Sanagawa, T., Matsushima, Y., Study of Strain Localization and Microstructural Changes in Partially Saturated Sand during Triaxial Tests Using Microfocus X-ray CT, Soils and Foundations, Vol. 51, No. 1, pp. 95-112, 2011.
• Karunawardena, A., Oka, F. and Kimoto, S., Elasto-viscoplastic modeling of the consolidation of Sri Lankan peaty clay, Geomechanics and Engineering, Vol. 3, No. 3, pp. 233-254, 2011.
• Mirjalili, M., Kimoto, S., Oka, F. and Higo, Y., Elasto-visoplastic modeling of Osaka soft clay considering destructuration and its effect on the consolidation analysis of an embankment, Geomechanics and Geoengineerin, Vol. 6, No. 2, pp. 69-89, 2011.
• Kimoto, S., Oka, F., Fukutani, J. Yabuki , T., Nakashima, K., Monotonic and cyclic behavior of unsaturated sandy sol under drained and fully undrained conditions, Soils and Foundations, Vol. 51, No. 4, pp. 663-681, 2011.
• Garcia, E., Oka, F. and Kimoto, S., Numerical analysis of a one-dimensional infiltration problem in unsaturated soil by a seepage-deformation coupled method, Int. J. Numerical and Analytical Methods in Gomechanics, Vol. 35, No. 5, pp. 544-568, 2011, doi:10.1002/nag.908, 2010.
• Oka, F., Kimoto, S., Takada, N., Gotoh, H., and Higo, Y., A seepage-deformation coupled analysis of an unsaturated river embankment using a multiphase elatso-viscoplastic theory, Soils and Foundations, Vol. 50, No.4, pp. 483-494, 2010.
• Oka, F., Kodaka, T., Suzuki, H. Kim, Y.-S., Nishimatsu, N. and Kimoto, S., Experimental Study on the Behavior of Unsaturated Compacted Silt under Triaxial Compression, Soils and Foundations, Vol.50, No.1, February Issue, pp.27-44, 2010.
• Kimoto, S., Oka, F., Fushita, T., A chemo–thermo–mechanically coupled analysis of ground deformation induced by gas hydrate dissociation, Int. J. of Mechanical Sciences Vol. 52, pp. 365-376, 2010.
• 加藤亮輔, 岡二三生, 木元小百合, 小高猛司, 角南進,不飽和浸透-変形連成解析手法と河川堤防への適用, 土木学会論文集 C, Vol. 65, No. 1, pp. 226-240, 2009.
• Oka, F., Feng, H., Kimoto, S. and Higo, Y., An elasto-viscoplastic numerical analysis of the swelling process of unsaturated bentonite, J. Appl. Mech., JSCE, Vol. 11, pp. 369-376, 2008.
• 岡二三生・木元小百合, 弾粘塑性構成式と南海トラフ海底地盤で採取された土への適用, 材料, Vol. 57, No. 3, pp. 237-242, Mar. 2008.
• Kodaka, T., Higo, Y., Kimoto, S. and Oka, F., Effect of sample shape on strain localization of water-saturated clay, Int. J. Numerical and Analytical method in Geomechanics, Vol. 31, No. 3, pp.483-521, 2007.
• Kimoto, S., Oka, F., Fushita, T., and Fujiwaki, M.: A Chemo-Thermo-Mechanically Coupled Numerical Simulation of the Ground Deformation due to Methane Hydrate Dissociation, Computers and Geotechnics, Vol. 34, pp. 216-228, 2007.
• Boonlert, S., Oka, F., Kimoto, S. , Kodaka, T., Higo, Y., Elasto-viscoplastic finite element study of the effect of degradation on bearing capacity of footing on clay ground, Geomechanics and Geoengineering, Vol. 2, Issue 4, pp. 235-251, 2007.
• Higo, Y., Oka, F., Kodaka, T. and Kimoto, S., Three-dimensional strain localization of water-saturated clay and numerical simulation using an elasto-viscoplastic model, Philosophical Magazine, Vol. 86, Nos.21-22, 21-July1-1 August 2006, pp. 3205-3240, 2006.
• Kimoto, S. and Oka F., An elasto-viscoplastic model for clay considering destructuralization and consolidation analysis of unstable behavior, Soils and Foundations, Vol. 45, No. 2, pp. 29-42, 2005.
• Kimoto, S., Oka, F. and Higo, Y., Strain localization analysis of elasto-viscoplastic soil considering structural degradation, Int. J. Computer Methods in Applied Mechanics and Engineering, Vol. 193, Issues 27-29, pp. 2845-2866, 2004.
• 岡二三生, 肥後陽介, 金榮錫, 井村雄一, 木元小百合, 弾-熱粘塑性構成式を用いた熱-水-土連成有限要素法と飽和粘土の変形解析, 応用力学論文集, 土木学会Vol. 6, pp. 427-436, 2003.
• Oka, F., Kodaka, T., Kimoto, S., Ishigaki, S. and Tsuji C., Step-changed strain rate effect on the stress-strain relations of clay and a constitutive modeling, Soils and Foundations, Special Issue on Deformation Characteristics of Geomaterials (IS-Lyon),Vol. 43, No. 4, pp. 189-202, 2003.
• Oka, F., Kimoto, S., Kobayashi, H. and Adachi, T., Anisotropic behavior of soft sedimentary rock and a constitutive model, Soils and Foundations, Vol. 42, No. 5, October, pp. 59-70, 2002.
• Oka, F., Higo, Y. and Kimoto, S., Effect of dilatancy on the strain localization of water-saturated elasto-viscoplastic soil, Int. J. of Solids and Structures, Vol.39, Issues 13-14, pp. 3625-3647, 2002.

---

査読付き学会論文, CONFERENCE PAPER (REFEREED)

• Kimoto, S., Matsuoka, H., Oka, F., Dynamic Analysis of River Embankment Considering Soil Improvement　Using a Finite Deformation FE analysis Method, 15th IACMAG, 19-23 October 2017, Wuhan, China.
• Akaki, T., Kimoto, S., Numerical study on unfavorable influences of methane hydrate production on dynamic behavior of seabed sediments during an earthquake, 19th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Seoul, Korea, Sep. 17-22, 2017.
• Kimoto, S., Ishikawa, R., Akaki, T., Behavior of unsaturated sandy soil during triaxial compression tests under fully undrained conditions and its modelling, 19th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Seoul, Korea, Sep. 17-22, 2017.
• Kimoto, S., Matsuoka, H., Yui, H. Oka, F., Liquefaction analysis of reclaimed ground in Urayasu city considering main shock and aftershock of the 2011 off the coast of Tohoku earthquake, Proc. of fifth Int. Conf. GEOMATE 2015, Geotechnique Construction Materials and Environment, Osaka, Japan,16-18 November, pp.401-406, 2015.
• Iwai, H., Saimyou, K. Kimoto, S., Oka, F., Development of a temperature and pressure controlled triaxial apparatus and dissociation tests of carbon dioxide hydrate containing soils, The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Fukuoka, Japan, 9-13 November, Japanese Geotechnical Society Special Publication, Vol. 2, No.18, 518-521, http://doi.org/10.3208/jgssp.JPN-143, 2015.
• Akaki, T., Kimoto, S., Oka F., Dynamic analysis of hydrate-bearing seabed sediments considering methane gas production induced by depressurization, The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Fukuoka, Japan, 9-13 November, Japanese Geotechnical Society Special Publication, Vol. 2, No.18, 676-680, http://doi.org/10.3208/jgssp.JPN-134, 2015.
• 木元小百合, 由井洋和, 松岡浩志, 岡二三生, 南海トラフ巨大地震を想定した大阪市域における液状化解析, GeoKansai Geo-Symposium 2014, 地下水盤環境・防災計測技術に関するシンポジウム, 平成26年11月, 2014 (CD-ROM).
• Kimoto, S., Akaki, T., Kitano, T., Iwai, H., and Oka, F., Dynamic behavior of hydrate-bearing sediments during earthquakes, Computer methods and Recent Advances in Geomechanics, Oka, Murakami, Uzuoka & Kimoto (eds.), Proc. of the 14th Int. Conf. of International Association for Computer Methods and Recent Advances in Geomechanics, Kyoto, Japan, 22-25 September, 2014, 1669-1674.
• Takyu, T., Kimoto, S., and Oka, F., Numerical simulation of landslide due to excavation of soft rock using an elasto-viscoplastic water-soil coupled FEM, Computer methods and Recent Advances in Geomechanics, Oka, Murakami, Uzuoka & Kimoto (eds.), Proc. of the 14th Int. Conf. of International Association for Computer Methods and Recent Advances in Geomechanics, Kyoto, Japan, 22-25 September, 1095-1100, 2014.
• Takada, N., Simono, K., Oka, F., Kimoto, S. and Higo, Y., Numerical evaluation of the deformation of earth retaining wall reinforced by soil buttress method during the excavation in soft soil, Computer methods and Recent Advances in Geomechanics, Oka, Murakami, Uzuoka & Kimoto (eds.), Proc. of the 14th Int. Conf. of International Association for Computer Methods and Recent Advances in Geomechanics, Kyoto, Japan, 22-25 September, 1037-1042, 2014.
• Kato, R., Oka, F. and Kimoto, S., A numerical simulation of seismic behavior of highway embankments considering seepage flow, Computer methods and Recent Advances in Geomechanics, Oka, Murakami, Uzuoka & Kimoto (eds.), Proc. of the 14th Int. Conf. of International Association for Computer Methods and Recent Advances in Geomechanics, Kyoto, Japan, 22-25 September, 755-760, 2014.
• Sadeghi, H., Kimoto, S., and Oka, F., Dynamic analysis of river embankments during earthquakes using a finite deformation FE analysis method, Computer methods and Recent Advances in Geomechanics, Oka, Murakami, Uzuoka & Kimoto (eds.), Proc. of the 14th Int. Conf. of International Association for Computer Methods and Recent Advances in Geomechanics, Kyoto, Japan, 22-25 September, 637-642, 2014, 637-642.
• Iwai, H., Kimoto, S., Akaki, T., and Oka, F., Instability analysis and numerical simulation of the dissociation process of methane hydrate bearing soil, Computer methods and Recent Advances in Geomechanics, Oka, Murakami, Uzuoka & Kimoto (eds.), Proc. of the 14th Int. Conf. of International Association for Computer Methods and Recent Advances in Geomechanics, Kyoto, Japan, 22-25 September, 421-426, 2014.
• Higo, Y., Oka, F., Kimoto, S., Kinugawa, T., Lee, C.-W. and Doi, T., Dynamic centrifugal model test for unsaturated embankments considering seepage flow and the numerical analysis, Proc. 18th ICSMGE, Paris, 2013, edited by P. Delage, J. Desrues, R. Frank, A. Puech., F. Schlosser, , Paris, France, Sep. 2-6, pp. 923-926, 2013.
• 山田茂治, 岡二三生, 木元小百合, 肥後陽介, 堤防内部構造調査における電磁波速度構造調査の適用について, 地盤の環境・計測シンポジウム2012論文集, 地盤工学会関西支部, pp. 151-154, 2012.
• Oka, F., Kimoto, S., Garcia, E. and Yamamoto, H., Effect of the rainfall infiltration on an unsaturated levee during seepage flow, Computer methods for geomechanics: Fontiers and New Applications, Proc. 13th Int. Conf. on IACMAC, Melbourne, Nasser Khalili and Markus Oeser eds.Center for Infrastructures and safety, Sydney, pp. 614-619, 2011.
• Oka, F., Kimoto, S., Nguyen, Q.H., Elasto-viscoplasitc constitutive modeling of soft sedimentary rocks, Proc. of the 15th European Conference on Soil Mechanics and Geotechnical Engineering, Athene, 2011, pp.563-568, 2011.
• Oka, F., Higo, Y., Kimoto, S., Nakashima, K., Ohta, H. and Sanagawa, T., Observation of compaction bands in diatomaceous mudstone under triaxial conditions by image analysis and microfocus X-ray CT, Soil Mechanics and Geotechnical Engineering: Challenges and Solutions, Proc. the 14th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering, May 23-27 2011, Hong-Kong, China, paper No.198, 2011.
• Kimoto, S., Oka, F., Miki, Y., Fukuda, T., Iwai, H., Kitano, T. A chemo-thermo-mechanically coupled analysis of hydrate bearing sediments, The 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, China, 23-27 May 2011, Paper No. TC103-5, 2011.
• Kimoto, S., Oka, F., Cyclic behavior of unsaturated silty soil under triaxial conditions, The 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, China, 23-27 May 2011, Paper No. 250, 2011.
• 山田茂治, 北川善治, 岡二三生, 木元小百合, 肥後陽介, 電磁波速度構造調査による地下水調査事例, 地盤の環境・計測シンポジウム2011論文集, 地盤工学会関西支部, pp.79-82, 2011.
• Oka, F., Kimoto, S., Kato, R., Sunami, S., Kodaka, T., Unsaturated River Embankment due to Seepage Flow and Overflow, Proc. 12th IACMAG, edited by D.N.Singh, Goa, India, Oct. 1-6, pp. 2029-2041, 2008.
• Oka, F., Higo, Y., Kimoto, S., Nakano, M., Mukai, H. Kunotsubo, H., Izumitani, T., Takeda, S., Amano, K., Nagaya, J., Elasto-viscoplastic Numerical Analysis of a Deep Excavation in an Osaka Soft Clay Deposit Using the Open-cut Method, Proc. 12th IACMAG, 、edited by D.N.Singh, Goa, India, Oct. 1-6, pp. 4709-4715, 2008.
• Oka, F., Kimoto, S., Yamazaki, S. and Kato, R., Multi-phase coupled elasto-viscoplastic analysis of unsaturated soil slope during seepage flow, CD-Rom Proc. of XXII ICTAM, SM08, 25-29 August 2008, Adelaide, Australia.
• 岡二三生、山崎真也、木元小百合、肥後陽介、森中雄一、不飽和河川堤防の多相浸透―変形連成解析、第57回理論応用力学講演会講演論文集、NCTAM2008, pp. 347-348, 2008.
• Oka, F., Feng, H., and Kimoto, S., A numerical simulation of triaxial tests of unsaturated soil at constant wate and constant air content by using an elasto-viscoplastic model, Proc. 1st European Conference on Unsaturated Soils, E-Unsat 2008, Durham, UK, Jul.2-4,2008, Unsaturated Soils:Adavances in Geo-Engineering, Toll,D.G., Augrade,C.E., Gallipoli, D. and Wheeler, S.J. eds., Taylor and Francis Group, pp.735-741, 2008.
• Higo,Y., Oka, F., Kimoto, S., Kodaka, T. and Adachi, T., Three –dimensional strain localization of clay with different shapes of specimens, Proc. 13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Allied Publishers Private Limited, ASSMGE, Vol.1, pp.3-6, 2007.
• 山田茂治、鈴木敬一、岡二三生、木元小百合、土槽実験による砂質土の地下水位と電磁波速度との関係、地盤の環境・計測技術に関するシンポジウム2007、地盤工学会関西支部 2007.12, pp.49-52, 2007.
• Oka, F, Kodaka, T., Kimoto, S., Kato, R. and Sunami, S., Hydro-Mechanical Coupled Analysis of Unsaturated River Embankment due to Seepage Flow, Key Engineering Materials, 2007, Vols. 340-341, pp. 1223-1230.online at http://www.scientific.net Trans Tech Publications, Switzerland. (Presented at 8th Asian n-Pacific Symposium on Engineering Plasticity and Its Applications, September 25-29, Nagoya, 2006 )
• Kimoto, S., Oka, F., Kim, Y.-S., Takada, N. and Higo, Y., A Finite element analysis of the thermo-hydro-mechanically coupled problem of a cohesive deposit using a thermo-elasto-viscoplastic model, Key Engineering Materials, 2007, Vols. 340-341, pp. 1291-1296. online at http://www.scientific.net Trans Tech Publications, Switzerland. (Presented at 8th Asian n-Pacific Symposium on Engineering Plasticity and Its Applications, September 25-29, Nagoya, 2006 )
• Oka, F., Kodaka, T., Kimoto, S., Kim, Y.-S and Yamasaki, N., A Multi-phase Coupled FE Analysis Using an Elasto-viscoplastic Model for Unsaturated soil, Proc. 2nd JAPAN-US Workshop on Testing, Modeling, and Simulation, Sep. 8-10 2005, Kyoto, Japan, Geotechnical Special Publication, No. 156, ASCE, pp. 124-131, 2006.
• Oka, F., Kodaka, T., Kimoto, S., Kim, Y.-S and Yamasaki, N., An Elasto-viscoplastic Model and Multiphase Coupled FE Analysis for Unsaturated Soil, Proc. 4th Int. Conf. on Unsaturated Soils, Apr. 2-6 2006, Carefree, Arizona, Geotechnical Special Publication, No. 147, ASCE, Vol.2, pp. 2039-2050, 2006.
• 岡二三生, 小高猛司, 木元小百合, 加藤亮輔, 水-土連成数値解析法による洪水・地震時の土構造物の変形・破壊予測, 第55回理論応用力学講演会講演論文集, 第55回理論応用力学講演会, 京大会館, 1月24日, pp. 15-18, 2006．
• Oka, F., Kodaka, T., Kimoto, S., Ichinose, T. and Higo, Y., Strain localization of rectangular clay specimens under undrained traixial compression conditions, Proc. 16th ICSMGE, Vol.2, pp. 841-844, 2005.
• Oka, F. and Kimoto, S., Calibration of elasto-viscoplastic models for cohesive soils, Proc. 11th Int. Conference of IACMAG, G. Barla and M.Barla editors, AGI, Patron Editore, ,Vol.1, pp.449-456, 2005.
• Kim, Y., Kimoto, S., Oka, F. and Kodaka, T., Numerical simulation of the triaxial compression behaviour of unsaturated silt using an elasto-viscoplastic model, Proc. 11th Int. Conference of IACMAG, G. Barla and M.Barla editors, AGI, Patron Editore, , Vol.1, pp. 361-368, 2005.
• Oka, F., Kimoto, S., Kodaka, T., Takada, N., Fujita, Y. and Higo, Y., A finite element analysis of the deformation behavior of a multiphase seabed ground due to the dissociation of natural gas hydrates, Proc. 11th Int. Conference of IACMAG, G. Barla and M.Barla editors, AGI, Patron Editore, Vol.1, pp. 127-134, 2005.
• Oka, F. and Kimoto, S., An elasto-viscoplastic model for clay considering destructuralization and prediction of compaction bands, Geomechanics, Testing, Modeling and Simulation, Geotechnical Special Publication No. 143, ASCE, J.A. Yamamuro, J.Koseki editors, ASCE, pp. 71-80, 2005. (国際学会)
• 岡 二三生, 小高 猛司, 木元小百合, 芝田 弘一, 服部 浩二, 北川 義治, 山田 茂治, 河川堤防の内部構造調査における各種物理探査手法の適用性の検討, 地盤の環境・計測技術に関するシンポジウム2005 論文集, 地盤工学会関西支部 2005.12, pp. 49-52, 2005.

---

査読なし国際学会論文, CONFERENCE PAPER (NON REFEREED)

• Kimoto, S., Konishi, Y., Iwai, H. Wu, Yuguang, Yoshimoto, M., Takubo, G., Time dependent behavior of CO2 hydrate-bearing sediments and its modelling by an elasto-viscoplastic model, Int. Sym. on Energy Geotechnics, SEG-2018, 26-28 September, Lausanne, Switzerland, Digital Proceedings, https://seg2018.epfl.ch/wp-content/uploads/2018/08/EA_098_Kimoto.pdf, 2018.
• Oka, F., Kimoto, S., Cyclic elastoplastic constitutive model for soils based on non-linear kinematical hardening rule with volumetric and deviatoric kinematical parameters, Papamichos E., Papanastasiou P., Pasternak E., Dyskin A. (eds) Bifurcation and Degradation of Geomaterials with Engineering Applications, IWBDG 2017, Springer Series in Geomechanics and Geoengineering, pp. 81-87, 2017.
• Kimoto, S., Akaki, T., Loret, B., Oka, F., A numerical model of internal erosion for multiphase geomaterials, bifurcation and degradation of geomaterials with engineering applications, Proc. of the 11th Int. Workshop on Bifurcation and Degradation in Geomaterials, Dedicated to Hans Muhlhaus, Limassol, Cyprus, 21–25 May 2017, Springer Series in Geomechanics and Geoengineering, pp.125-131, 2017.
• Akaki T and Kimoto S., Numerical stability of chemo-thermo-mechanically coupled dynamical analyses for hydrate-bearing sediments using a semi-implicit scheme for the hydrate dissociation rate, Proc. of 28th KKHTCNN, Bangkok, Thailand, 16-18 November, 2015.
• Kimoto, S., Iwai, H., Akaki, T., Oka, F., Instability of Dissociation Process of Methane Hydrate Bearing Soil, Bifurcation and Degradation of Geomaterials in the New Millennium, Bifurcation and Degradation of Geomaterials in the New Millennium, Proc. of the 10th International Workshop on Bifurcation and Degradation in Geomaterials, Hong Kong, May 28-30, 2014, Kam-Tim Chau and Jidong Zhao (Eds), Springer, 245-251, 2014.
• Yui, H. Oka, F., Kimoto, S. and Kinugawa, T., Estimation of the liquefaction in Osaka city due to an expected Nankai Trough earthquake using a dynamic analysis method, Proc. 27th KKHTCNN, Shanghai, China, Nov. 10-12, 2014, No. G-7-6, 2014.
• Iwai, H., Kimoto, S., Oka, F., Higo, Y., Shiraishi, M, Formation and Dissociation Tests of Carbon Dioxide Hydrate Containing Soils by a Triaxial Apparatus, The Twenty-Sixth KKHTCNN Symposium on Civil Engineering, November 18-20, 2013, Singapore, 2013.
• Kimoto, S., Garcia, E.F., and Oka, F., Multiphase Coupled Numerical Simulation of the Rainfall Infiltration into Unsaturated Embankments, 5th Biot Conference on Poromechanics, Vienna, Austria, July 10-12, pp. 2103-2112, 2013.
• Kimoto, S. Shahbodagh Khan, B., Mirjalili, M. and Oka, F., Cyclic Elasto-Viscoplastic Constitutive Model for Soils considering the Nonlinear Kinematic Hardening Rules and Strain-induced Degradation, 8th ESMC, Graz, G.A.Holzaphel and R.W.Oden, Abstract, MS-17.8, 2012.
• Oka, F., Tsai, P.S., Kimoto, S. and Kato, R., Numerical analysis of the damage of river embankment on soft soil deposit due to earthquakes with long duration time, Proc. of Int. Symp. on Engineering Lessons Learned from the Great Earthquakes, JAEE et al., Tokyo, pp. 925-936, 2012.
• Higo, Y., Oka, F., Sato, T., Matsushima, Y. and Kimoto, S., Macroscopic and microscopic observations of strain localization in an unsaturated sand under triaxial conditions using μX-ray CT and DIC image, Proc. of 25th KKCNN, October 22-24, Busan, Korea, pp. 415-418, 2012.
• Akaki, T., Oka, F., Kimoto, S., Higo, Y. and Iwai, H., Effect of permeability and dissociation rate on a chemo-thermo mechanically coupled numerical analysis of hydrate-bearing sediment, Prof. 25th KKCNN, Busan, Korea, October 2012, pp. 351-355, 2012.
• Oka, F., Tsai, P.S. and Kimoto, S., Effect of seismic wave form on the behavior of river embankment on the soft soil deposit, Constitutive modeling of geomaterials, Qing Yang, Jian-Min Zhang, Hong Zheng and Yanping Yao eds., Advances and New applications, Springer Series in Geomechnics & Application, Springer, pp. 751-755, 2012.
• Oka, F. and Kimoto, S., Simulation of isotropic cyclic compression by an elasto-viscoplastic constitutive model based on the nonlinear kinematic hardening rules, Constitutive modeling of geomaterials, Qing Yang, Jian-Min Zhang, Hong Zheng and Yanping Yao eds., Advances and New applications, Springer Series in Geomechnics & Application, Springer, pp. 215-221, 2012.
• Lee, C.-W., Doi, T., Kinugawa, T., Higo, Y., Kimura, M., Kimoto, S. and Oka, F., Dynamic centrifuge modeling tests for the partially saturated embankments considering seepage flow, Proc. 24th KKCNN Symposium on Civil Engineering, Dec. 14-16, 2011, pp. 455-458, 2011.
• Oka, F., Kimoto, S., Kato, R., Seepage-deformation Coupled Numerical Analysis of Unsaturated River Embankment using an Elasto-plastic Model, GeoMat, First International Conference on Geotechnique, Construction Materials and Environment, Mie, Japan, Nov.21-23, 2011, ISBN: 978-4-9905958-0-7 C3051, 2011.
• Oka, F., Kimoto, S., Kitano, T., Iwai, H., and Higo, Y., A Numerical Analysis of Hydrate-Bearing Subsoil during Dissociation using a Chemo-Thermo-Mechanically Coupled Analysis Method, Proceeding of 4th International Conference GeoProc2011: Cross Boundaries Through THMC Integration, 6-9 July 2011, Perth, Australia, CD-R, Paper No. GP060, 2011.
• Higo,Y., Oka, F., Kimoto, S., Sanagawa, T., and Matsuhima, Y., Observation of microstructural changes and strain localization of unsaturated sands using microfocus X-ray CT, Advances in Bifurcation and Degradation in Geomaterials, Proceedings of the 9th International Workshop on Bifurcation and Degradation in Geomaterials, Bonelli, S., Dascalu, C. and Nicot, F. eds., Springer, pp. 35-41, 2011.
• Oka, F., Garcia, E. and Kimoto, S., Instability of unsaturated soil during the water infiltration, advances in bifurcation and degradation in geomaterials, Proceedings of the 9th International Workshop on Bifurcation and Degradation in Geomaterials, Bonelli, S., Dascalu, C. and Nicot, F. eds., Springer, pp. 293-297, 2011.
• Kimoto, S., Oka, F., Miki, Y., Fukuda, T. and H. Iwai, A Chemo-Thermo-Mechanically Coupled Behavior during Gas Hydrate Dissociation and its Numerical analysis, Advances in Bifurcation and Degradation in Geomaterials, Proc. of 9th International Workshop on Bifurcation and Degradation in Geomaterials, France, Stephane Bonelli, Cristian Dascalu, Francois Nicot Eds., pp. 85-92, 2011.
• Mirjalili, M., Shahbodagh Khan, B., Oka, F. and Kimoto, S., Dynamic strain localization analysis of elasto-viscoplastic soil using updated Lagrangian finite element formulation, Proc. 2nd Int. Symp. on Computational Geomechanics, S. Pietruzczak and G.N. Pande eds., Cavtat-Dubrovnik, 27-29 April, pp. 203-210, 2011.
• Kano, S., Oka, F. and Kimoto, S., Cyclic behavior of unsaturated sandy soil under fully undrained conditions, Proc. 24th KKCNN symposium on Civil Engineering, Dec. 14-16, 2011, pp. 403-406, 2011.
• Kimoto, S., Oka, F., Miki, Y., A Chemo-Thermo-Mechanically Coupled Numerical Analysis during Gas Hydrate Dissociation, The Twenty-Third KKCNN Symposium on Civil Engineering, November 13–15, 2010, Taipei
• Oka, F., Heitor, A.P., Kita, N., Kimoto, S., Effect of Poisson’s ratio on the dynamic instability of water-saturated elasto-plastic soil, Proc. of 4th Biot conference on Poromechanics, Hoe I. Ling, Andrew Smyth, Raimondo Betti eds., DEStech Publication Inc., pp.1103-1108, 2009.
• Kato, R., Sunami, S., Oka, F., Kimoto, S. and Kodaka, T., A seepage-deformation coupled analysis method for unsaturated river embankments, Proc. Int. Symp. on Prediction and Simulation Methods for Geohazard Mitigation – Oka, Murakami & Kimoto (eds), Taylor & Francis group, London, pp.401-407, 2009.
• Higo, Y., Kimoto, S., Oka, F., Morinaka, Y. and Goto, Y., Chen, Z., An MPM-FDM coupled simulation method for analyzing partially-saturated soil responses, Proc. Int. Symp. on Prediction and Simulation Methods for Geohazard Mitigation – Oka, Murakami & Kimoto (eds), Taylor & Francis group, London, pp.219-225, 2009.
• Oka, F. Kimoto, S., Takada, N. and Higo, Y., A multiphase elasto-viscoplastic analysis of an unsaturated river, embankment associated with seepage flow, Proc. Int. Symp. on Prediction and Simulation Methods for Geohazard Mitigation – Oka, Murakami & Kimoto (eds), Taylor & Francis group, London, pp.128-132, 2009.
• Higo, Y., Goto, Y., Kimoto, S., Oka, F., Chen, Z., A coupled material point/finite difference scheme for model based simulation of fluid-saturated porous media, Proc. the 1st Int. Symp. on Computational Geomechanics, IC2E, Int. Center for Computational Engineering, Rhodes, Greece, S. Pietruszczak, G N Pande, C Tamagnini and R Wan eds., pp.447-456, 2009.
• Oka, F., Feng, H., Kimoto, S., Tinet, A. J., Higo, Y., Numerical modeling of swelling and the osmotic consolidation of bentonite, Proc. the 1st Int. Symp. on Computational Geomechanics, IC2E, Int. Center for Computational Engineering, Rhodes, Greece, S. Pietruszczak, G N Pande,C Tamagnini and R Wan eds., pp.532-543, 2009.
• Kimoto, S., Miki, Y. and Oka, F., Numerical modeling of gas hydrate formation in the ground, Proc. the 1st Int. Symp. on Computational Geomechanics, IC2E, Int. Center for Computational Engineering, S. Pietruszczak, G N Pande, C Tamagnini and R Wan eds., 29 April – 1 May 2009, Juan-les-Pins, France, pp.513-522, 2009.
• Higo, Y., Oka, F., Kimoto, S., Sato, T., Sawada, M. and Sanagawa, T., Visualization of Strain Localization and Microstructure in Soil Specimens using Microfocus X-ray CT, The Twenty-First KKCNN Symposium on Civil Engineering, October 27–28, 2008, Singapore, 2008.
• Oka, F., Kimoto, S., Gotoh, H., Kato, R., Sunami, S. and Kodaka, T., A hydro-mechanical coupled analysis of the deformation of an unsaturated river embankment due to seepage flow and overflow, Proc. APCOM’07 in conjunction with EPMESCXI, Dec.3-6, 2007, Kyoto Japan, paper No.MS29-1-1,2007
• Oka, F., Kimoto, S., Fujiwaki, M. and Fushita, T., A Chemo-Thermo-mechanically Coupled Analysis of Subsurface Ground Deformation Induced by Methane Hydrate Dissociation, Proceedings of the 2nd International Conference on Porous Media and its Applications in Science and Engineering, June 17-21, 2007, Kauai, Hawaii, USA, 2007.
• Kimoto, S., Oka, F., Fujiwaki, M. and Fujita, Y., Numerical Analysis of Deformation of Methane Hydrated Contained Soil due to the Dissociation of Gas Hydrate, Bifurcation, Instability, Degradation in Geomechanics, George E. Exadaktylos and Ioannis G. Vardoulakis (eds.), Springer, pp. 361-380, 2007.
• Oka, F., Kodaka, T. and Kimoto, S., Numerical simulation for methane hydrate dissociation by chemo-thermo-mechanically coupled FEM, Proc. of the second international workshop on Gas Hydrate Studies and Other Related Topics -for the Future Energy and Environment Considerations-, October 22-23, 2005, Kitami, Japan, pp. 149-156, 2007.
• Kimoto, S., Oka, F., Fushita, T., and Fujiwaki, M.: Numerical Simulation of the Ground Deformation due to Methane Hydrate Dissociation by a Chemo-Thermo-Mechanically Coupled Analysis, Proc. 9th Int. Symp. On Numerical Models in geomechanics, Rodos, 25-27, April, 2007, G.N. Pande and S. Pietruszczak eds., Taylor & Fransis Group, Balkema, pp. 303-309, 2007.
• Ogisako, E., Nishio, S. and Denda, A., Oka, F., Kimoto, S., Simulation of triaxial compression tests on soil samples obtained from seabed ground in deep sea by elasto-viscoplastic constitutive equation, Proc. The 7th (2007) ISOPE. Ocean Mining (& Gas Hydrates). Symposium. at ISOPE-2007 Conference,. Corinthia Lisboa Hotel. Lisbon, July 1−6, 2007, Paper No.2007-MS-45, 2007.
• Adachi, T., Oka, F., Kimoto, S. and Kobayashi, H., Progressive cut slope failure in transversely isotropic ground, Proc. Int. Workshop on Constitutive Modeling,-Development, Implementation, Evaluation and Application, The Hong Kong Polytechnic University, Hong Kong/Jan. 12-13, 2007, pp. 145-154, 2007.
• Kimoto, S., Oka, F., Numerical study on one-dimensional consolidation with different thicknesses using an elasto-viscoplastic model, Proc. Int. Workshop on Constitutive Modeling,-Development, Implementation, Evaluation and Application, The Hong Kong Polytechnic University, Hong Kong/Jan. 12-13,2007, pp.168-177, 2007.
• Karunawardena, A. ,Oka, F., Kimoto, S. and Kulatilaka, S.A.S., Prediction of consolidation behavior of Sri Lankan peaty clay using elasto-viscoplastic theory, Sri Lankan Geotechnical Society's First International Conference on Soil & Rock Enginering, Aug. 5-11, 2007.
• Feng, H., Kimoto, S., Oka, F., Kodaka, T. and Suzuki, H., Three dimensional multi-phase analysis of elasto-viscoplastic unsaturated soil, Proc. 19th KKCNN Symposium on Civil Engineering, Kyoto December 10-11, 2006, pp. 449-452, 2006.
• Asiri, K., Oka, F. and Kimoto, S., Prediction of consolidation behavior of peaty clay using an elasto-viscoplastic theory, Proc. 19th KKCNN Symposium on Civil Engineering, Kyoto December 10-11, 2006, pp. 53-56, 2006.
• Oka, F., Kimoto, S., Kim, Y.-S., Takada, N. and Higo, Y., A finite element analysis of the thermo-hydro-mechanically coupled problem of cohesive deposit using a thermo-elasto-viscoplastic model, Poromechanics -Biot- centennial, Proc. 3rd Biot Conference on Poromechanics, Y.N. Abousleiman, A.H-D. Cheng, F-J. Ulm editors, Balkema, pp. 383-388, 2005.
• Kimoto, S. and Oka, F., Effect of initial strain rate on the consolidation of clay with different thickness, Proc. 18th KKCNN Symposium, National Taiwan University, Kaohsiung, Dec.18-21, 2005, pp.175-180, 2005.
• Higo, Y., Oka, F., Kodaka, T. and Kimoto, S., A Three dimensional elasto-viscoplastic strain localization analysis of water-saturated clay, Proc. 9th Int. Symp. On Numerical Models in geomechanics, Ottawa, 25-27, August, 2004, G.N. Pande and S. Pietruszczak eds., Taylor & Fransis Group, Balkema, pp. 107-114, 2004.
• Siribumrungwong, B., Oka, F., Kodaka, T., Kimoto, S. and Higo, Y., An elasto-viscoplastic finite element study of the effect of microstructure change on bearing capacity of clay, Proc. of the International Symposium on Lowland Technology, September 1-3, 2004, pp. 177-182, 2004.
• Oka, F., Higo, Y., Kim, Y.-S., Imura, Y. and Kimoto, S., Thermo-hydro-mechanicaly coupled finite element analysis of cohesive soil using an elasto-viscoplastic model, COMPUTATIONAL MECHANICS (Abstracts)WCCM VI in conjunction with APCOM’04, Sept. 5-10, 2004, Beijing, China, Tsinghua University Press & Springer-Verlag, pp. 266, 2004.
• Kimoto, S. and Oka, F., Numerical study on the effects of strain rate and structure on the consolidation process of soft clay deposits, Proc. Int. Sump. On Engineering practice and Performance of soft deposits, Matsui, T. et al. editors, IS-Osaka, JGS, June 2nd-4th, pp. 105-108, 2004.
• Siribumrungwong, B., Oka, F. and Kimoto, S., Numerical study of the effect of degradation on bearing capacity of clay using an elasto-viscoplastic model, Proc. of 7th KKCNN Symposium on Civil Engineering, Dec.13-15, 2004, Ayutthaya, Thailand, pp. 589-594, 2004.
• Oka, F. and Kimoto, S., Numerical study of the effect of strain rate and microstructure on the consolidation of soft clay, Proc. of 7th KKCNN Symposium on Civil Engineering, Dec.13-15, 2004, Ayutthaya, Thailand, pp. 575-580, 2004.
• Oka, F. and Kimoto, S., An elasto-viscoplastic model for clay considering destructuralization and prediction of compaction bands, Proc. of Int. Workshop on Prediction and Simulation Methods in Geomechanics, Athens, Oka, F., I. Vardoulakis, A. Murakami and T. Kodaka eds., JGS, pp. 65-68, 2003.
• Oka, F., Kimoto, S., Kobayashi, H. and Adachi, T., An elasto-plastic constitutive model for soft sedimentary rock, EM03 Electronic Proc.16th ASCE Engineering Mechanics Conference, July 16-18, 2003, University of Washington , Seattle, 2003.
• Oka, F., Higo, Y. and Kimoto, S., Instability and strain localization of water- saturated clay based on an elasto-viscoplastic model, Bifurcations and Instabilities in Geomechanics, Proc. Int. Workshop on Bifurcations and Instabilities in Geomechanics, IWBI 2002, June 2-5, 2002, Minneapolis MN, USA, J. Labuz, and A. Drescher, Balkema, pp. 233-246, 2003.
• Oka, F., Higo, Y. and Kimoto, S., Instability and strain localization analysis of elasto-viscoplastic normally and overconsolidated clays, Proc.8th Int. Symp. on Numerical Models in Geomechanics, April 10-12 2002, Rome, Italy, pp. 185-190., 2002.
• Adachi,T., Kimoto, S., Oka, F. and Kobayashi, H., A constitutive model for anisotropic behavior of soft sedimentary rock, Proc.8th Int. Symp. on Numerical Models in Geomechanics, April 10-12 2002, Rome, Italy, pp. 75-78, 2002.
• Oka, F., Higo, Y. and Kimoto, S., Effect of dilatancy on strain localization of water saturated cohesive soil based on an elasto-viscoplastic model, Computational Mechanics, S.Valliappan and N.Khailili eds., Elsevier Proc. The first Asian-Pacific Congress on Computational mechanics, Sydney, Australia, 20-23 Nov., 2001, Vol.1, pp. 1147-1154, 2001.

---

査読なし国内学会論文

• 赤木 俊文，木元 小百合, 化学-熱-力学連成動的解析手法を用いたガス生産過程におけるメタンハイドレート含有地盤の地震時挙動の検討, 計算工学講演会論文集, Vol. 21, 2016年5月, Paper No. C-2-2, 2016.
• 赤木 俊文，青田 周平，木元 小百合，岡 二三生, 多相連成解析手法に基づく地盤の内部浸食の数値計算, 第19 回応用力学シンポジウム, 2016年5月21-22日，札幌, pp.61-62, 2016.
• 木元小百合, 上田準也, 岡二三生, 異方性を考慮した弾塑性構成式による砂質土の繰返しせん断強度, 第19 回応用力学シンポジウム, 2016年5月21-22日，札幌, pp.81-82, 2016.
• 岩井裕正, 小西陽太, 木元小百合, CO2ハイドレート含有砂供試体のひずみ速度急変非排水三軸圧縮試験,第7回メタンハイドレート総合シンポジウム，CSMH-7 2015, 2015年12月3 -4日, pp. 136-141, 2015.
• 赤木俊文, 木元小百合, メタンガス生産の影響を考慮したメタンハイドレート含有海底地盤の動的解析, 第7回メタンハイドレート総合シンポジウム，CSMH-7 2015, 2015年12月3 -4日, pp. 73-76, 2015.
• 赤木俊文, 木元小百合, メタンハイドレート産出過程に発生した地震に対する海底地盤の動的応答の数値解析，第20回計算工学講演会，つくば国際会議場，2015年6月8-10日, 計算工学講演会論文集 Proceedings of the Conference on Computational Engineering and Science, Vol. 20, Paper No.F-4-1, 2015.
• 岩井裕正, 最明和樹, 木元小百合, 岡二三生, CO2ハイドレート含有地盤模擬供試体の非排気-非排水条件下における分解時変形挙動に関する研究, 第6回メタンハイドレート総合シンポジウム，CSMH-6 2014, 2014年12月3 -4日pp. 158-162, 2014.
• 赤木俊文, 木元小百合, 岡二三生, メタンガス生産の影響を考慮したメタンハイドレート含有海底地盤の動的解析, 第6回メタンハイドレート総合シンポジウム， CSMH-6 2014, 2014年12月3 -4日, pp. 133-138, 2014.
• 赤木俊文, 森本恭弘, 石川椋, 木元小百合, 不飽和砂質土の三軸圧縮および等方圧縮時の挙動と空気-水-土連成解析法によるシミュレーション, 第59回地盤工学シンポジウム, 2014年11月27-28日, 長野, 627-634, 2014.
• 木元小百合，北野貴士，赤木俊文，岡二三生，地震時におけるメタンハイドレート含有海底地盤の動的変形解析，第5回メタンハイドレート総合シンポジウム，CSMH-5 2013, pp. 60-63, 2013.
• 進藤拓人，岡二三生，木元小百合，天然ガスハイドレート三軸圧縮挙動の弾粘塑性構成式によるモデル化，第5回メタンハイドレート総合シンポジウム，CSMH-5 2013, pp. 178-183, 2013.
• 岩井裕正，木元小百合，最明和樹，岡二三生，CO2ハイドレート含有砂供試体の非排気非排水条件下における分解実験，第5回メタンハイドレート総合シンポジウム，CSMH-5 2013, pp. 162-164, 2013.
• 岩井裕正, 岡二三生, 木元小百合, 北野貴士, 赤木俊文, 化学-熱-力学連成解析法を用いたメタンハイドレート含有地盤の二次元分解変形解析, 第4回メタンハイドレート総合シンポジウム講演集, 平成24年12月13日-12月14日, 東京, pp. 162-166, 2012.
• 木元小百合，岡二三生，岩井裕正，北野貴士，化学‐熱‐力学連成解析法によるメタンハイドレート海洋産出時の地盤変形シミュレーションに関する研究, 第3回メタンハイドレート総合シンポジウム講演集, 平成23年11月30日-12月1日, 東京, pp. 43-48, 2011.
• 木元 小百合、岡 二三生, 化学-熱-力学連成解析法によるメタンハイドレート開発時の地盤変形シミュレーションに関する研究, 第２回メタンハイドレート総合シンポジウム講演集, 平成22年12月2日, 東京, pp. 143-148, 2010.
• 木元小百合, 岡二三生, 化学-熱-力学連成解析法によるガスハイドレート分解時の地盤変形シミュレーションに関する研究, 第1回メタンハイドレート総合シンポジウム, CSMH-1, 平成22年2月16日, 東京, pp. 153-158, 2010.
• 荻迫栄治，西尾伸也，傳田篤，岡二三生，木元小百合，東部南海トラフ海底地盤から採取された試料の室内試験結果とそのシミュレーション，第21回海洋工学シンポジウム講演論文集，OES21-119，pp.1-6，2009.
• 木元小百合　岡二三生　西村太佑　肥後陽介森中雄一, 河川堤防の越流時の多相浸透-変形連成解析, 学術連合, 2009
• 小高猛司, 岡二三生, 木元小百合, 角南進, 加藤亮輔, 不飽和浸透－変形連成解析による河川堤防の安全性評価, 第50回地盤工学シンポジウム, 平成17年度論文集, pp. 347-354, 2005.

---

著作

• Oka, F., Murakami, A., Uzuoka, R., Kimoto, S., Computer Methods and recent Advances in Geomechanics, Proc. of the 14th Int. Conf. of Int. Association for Computer Methods and Recent Advances in Geomechanics, Kyoto, Japan, 22-25 September 2014, CRC press, Taylor & Francis group, 2014.
• Oka, F. and Kimoto, S., Computational modeling of multi-phase gematerials,CRC press, Taylor & Francis group, 2012.
• 全国77都市の地盤と災害ハンドブック, 京都市(pp.415-420)，地盤工学会[編]，丸善出版, 2012
• Sayuri Kimoto, Constitutive models for geomaterials considering structural changes, 京都大学博士学位論文, 2003

---

総論・解説

• 岡二三生，渦岡良介，木元小百合，立石章，加藤亮輔，足立有史, 液状化解析プログラムLIQCAを用いた地盤地震応答解析, 地盤工学会誌, Vol. 63, No. 10, Ser.No. 693, pp. 12-15, 2015.
• 木元小百合，メタンハイドレート生産時の地盤変形シミュレーション，地盤工学会誌, Vol. 63, No. 2, Ser.No. 685, pp. 22-25, 2015.
• 山田茂治, 岡二三生, 木元小百合, 河川堤防における電磁波・電磁法による内部構造探査事例, 基礎工, Vol. 41, No. 9, pp. 48-50, 2013.
• 木元小百合・岡二三生, メタンハイドレート分解時の地盤変形シミュレーション，土と基礎, Vol. 55, No. 10, Ser. No. 597, pp.13-16, 2007.
• Oka, F., Kimoto, S., Fushita, T. and Fujiwaki, M., Numerical simulation of he subsurface ground deformations due to Methane Hydrate Dissociation, Geotechnical Engineering, Korean Geotechnical Society, Vol. 23, No. 4, pp. 14-24, 2007.

---

　　　　

---

このページの先頭へ