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京都大学 大学院工学研究科 社会基盤工学専攻

地盤力学講座 地盤力学分野 木村研究室

研究業績RESEARCH ACHIEVEMENT

2021年

  • Miyazaki, Y., Sawamura, Y., Kusaba, S., Kimura, M., Nishihara, T., Kosaka, T., Hattori, M. and Maekawa, K.: Numerical Analysis of Mechanical Characteristics of Joint Structure of Steel Pipe Sheet Pile Foundation, nternational Conference of the International Association for Computer Methods and Advances in Geomechanics, pp.59-67, 2021.
  • Sawamura, Y., Konishi, K., Cui, Y., Kishida, K. and Kimura, M.: Numerical Simulations of Centrifugal Experiments on Seismic Behavior of Shallow Overburden Tunnels with Pre-ground Improvement, International Conference of the International Association for Computer Methods and Advances in Geomechanics, pp.411-419, 2021.
  • Sawamura, Y., Inagami, K., Nishihara, T., Kosaka, T., Hattori, M. and Kimura, M.: Seismic performance of group pile foundation with ground improvement during liquefaction, Soils and Foundations, Vol.61, No.4, pp.944-959, 2021.
  • Kido, R., Sawamura, Y., Kimura, K. and Kimura, M.: Investigation of soil deformation characteristics during pullout of a ribbed reinforcement using X-ray micro CT, Soils and Foundations, Vol.61, No.3, pp.642-657, 2021.
  • Song, C., Nakashima, S., Kido, R., Yasuhara, H. and Kishida, K.: Short- and long-term observations of fracture permeability in granite by flow-through tests and a comparative observation by X-ray CT, International Journal of Geomechanics, Vol.21, No.9, 2021.

2020年

  • Kido, R., Higo, Y., Takamura, F., Morishita, R., Khaddour, G. and Salager, S.: Morphological transitions for pore water and pore air during drying and wetting processes in partially saturated sand, Acta Geotechnica, Vol.15, pp.1745-1761, 2020.
  • Kido, R. and Higo, Y.: Microscopic characteristics of partially saturated dense sand and their link to macroscopic responses under triaxial compression conditions, Acta Geotechnica, Vol.15, pp.3055-3073, 2020.
  • Kido, R. and Higo, Y.: Quantification of pore volume and degree of saturation in partially saturated sands with different bulk density, Japanese Geotechnical Society Special Publication, Vol.8, No.6, pp.216-220, 2020.
  • Sawamura, Y., Lewis, B,M. and Kimura, M.: Numerical Modeling of Massive Timber Piles Supporting Double-Span Stone Arch Bridge Damaged in 2011 Great East Japan Earthquake, Advances in Computer Methods and Geomechanics, pp.291-303, 2020.
  • Miyazaki, Y., Sawamura, Y., Kishida, K. and Kimura, M.: Elasto-Plastic 3D FE Analysis of the Seismic Behavior in Culvert Longitudinal Direction of Three-Hinge, Advances in Computer Methods and Geomechanics: IACMAG Symposium 2019, Vol.1, pp.223-235, 2020.
  • 白神新一郎, 長谷川元輝, 澤村康生, 木村 亮:真空圧密工法による間隙水圧と周辺変位の抑制効果に関する解析的検討,地盤工学ジャーナル, Vol.15, No.2, pp.311-325, 2020.
  • 松隈俊佑, 福林良典, 木村 亮:開発途上国の小規模道路整備に向けた草の根無償支援の活用法,土木学会論文集F5(土木技術者実践), Vol.76, No.1, pp.124-136, 2020.
  • 末澤理希, 木戸隆之祐, 澤村康生, 木村 亮:杭の鉛直支持力特性と地盤の変形挙動に対する支持層厚の影響,土木学会論文集C(地圏工学), Vol.76, No.4, pp.429-440, 2020.
  • 白神新一郎, 長谷川元輝, 澤村康生, 木村 亮:真空圧密工法と盛土載荷を併用した地盤の力学挙動に着目した遠心模型実験とFEM解析,土木学会論文集C(地圏工学), Vol.76, No.2, pp.174-190, 2020.

2019年

  • Kido, R., Higo, Y. and Takamura, F.: Investigation of volume distribution for pore water and pore air in partially saturated sand subjected to drying and wetting through morphological image processing, Proc. of the 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Taipei, Taiwan, 2019.
  • Kido, R., Higo, Y. and Fukushima, Y.: Microscopic observation of variation in pore volume and local degree of saturation in partially saturated sand under triaxial compression using voronoi tessellation, Proc. of the 9th Asian Young Geotechnical Engineers Conference (9AYGEC), pp.142-147, Lahore, Pakistan, 2019.
  • Kido, R. and Higo, Y.: Distribution changes of grain contacts and menisci in shear band during triaxial compression test for unsaturated sand, Japanese Geotechnical Society Special Publication, Vol.7, No.2, pp.627-635, 2019.
  • Shiraga, S., Hasegawa, G., Sawamura, Y. and Kimura, M.: Study on vacuum consolidation combined with embankment loading through centrifuge model test and its 3D FEM analysis, Proc. of the 16th Asian Reginal Conference on Soil Mechanics and Geotechnical Engineering, JGS-034, Taipei, Taiwan, 2019.
  • Sawamura, Y., Lewis, B,M. and Kimura, M.: Seismic evaluation of stone arch bridge damaged in 2011 Great East Japan Earthquake before and after retrofit, Proc. of the 16th Asian Reginal Conference on Soil Mechanics and Geotechnical Engineering JGS-026, Taipei, Taiwan, 2019.
  • Sawamura, Y., Shibata, T. and Kimura, M.: Mechanical role of reinforcement in seismic behavior of steel-strip reinforced earth wall, Soils and Foundations, Vol.59, No.3, pp.710-725, 2019.
  • Yatsumoto, H., Mitsuyoshi, Y., Sawamura, Y. and Kimura, M.: Evaluation of seismic behavior of box culvert buried in the ground through centrifuge model tests and numerical analysis, UNDERGROUND SPACE, Vol.4, No.2, pp.147-167, 2019.
  • Sawamura, Y., Konishi, K., Kishida, K. and Kimura, M: Centrifuge model tests on shallow overburden tunnels with pre-ground improvement to clarify seismic behavior, Tunnels and Underground Cities: Engineering and Innovation meet Archaeology Architecture and Art, Proceedings of ITA-AITES World Tunnel Congress, 2019.
  • 小西 魁, 澤村康生, 岸田 潔, 木村 亮:小土被りトンネルの地震時挙動に与える事前地山改良工の影響に関する実験的研究,土木学会論文集C (地圏工学), Vol.75, No.2, pp.184-197, 2019.
  • Sawamura, Y., Lewis, B. M. and Kimura, M: Numerical modeling of massive timber piles supporting double-span stone arch bridge damaged in 2011 Great East Japan Earthquake, Proc. of the Symposium of the International Association for Computer Methods and Advances in Geomechanics (IACMAG), ID:052, Gandhinagar, India, 2019.
  • Miyazaki, Y., Sawamura, Y., Kishida, K. and Kimura, M.: Elasto-plastic 3D FE analysis of the seismic behavior in culvert longitudinal direction of three-hinge type of precast arch culverts, Proc. of the Symposium of the International Association for Computer Methods and Advances in Geomechanics (IACMAG), 2019.
  • 八ツ元 仁, 澤村康生, 木村 亮:ひずみ伝達の関係を用いた道路ボックスカルバートの簡易な耐震設計手法に関する研究,土木学会論文集C(地圏工学), Vol.75, No.3, pp.349-368, 2019.
  • 八ツ元 仁, 澤村康生, 木村 亮:道路ボックスカルバートの地震時挙動の検証に関する解析的研究,地震工学論文集, Vol.38, No.75, pp.541-553, 2019.

2018年

  • Kido, R. and Higo, Y.: Three-dimensional measurement of displacement field in sand specimens under triaxial compression, Proc. of the 7th China-Japan Geotechnical Symposium, pp.122-127, Sanya, China, 2018.
  • Higo, Y., Kido, R., Takamura, F. and Fukushima, Y.: Pore-scale investigations of partially water-saturated granular soil, Mechanics Research Communications, Vol.94, pp.1-7, 2018.
  • 八ツ元 仁, 澤村康生, 木村 亮:道路ボックスカルバートの地震時挙動の検証に関する解析的研究,地震工学論文集, Vol.38, No.75, pp.541-553, 2019.
  • 奥西一裕, 北村明洋, 久保田篤之, 澤村康生, 木村 亮:円筒金網かご工による地盤災害の復旧,第61回地盤工学シンポジウム論文集, pp.233-240, 2018.
  • 小西 魁, 澤村康生, 岸田 潔, 木村 亮: 事前地山改良工の改良形状が小土被りトンネルの地震時挙動に与える影響に関する実験的研究,トンネル工学報告集, Vol.28, pp.1-5, 2018.
  • Sawamura, Y., Ishihara, H., Otani, Y., Kishida, K. and Kimura, M.: Deformation behavior and acting earth pressure of three-hinge precast arch culvert in construction process, Underground Space, Vol.4, No.3, pp.251-260, 2018.
  • Teramoto, S., Niimura, T., Akutsu, T. and Kimura, M.: Evaluation of ultimate behavior of actual large-scale pile group foundation by in-situ lateral loading tests and numerical analysis, Soils and Foundations, Vol.58, No.4, pp.819-837, 2018.
  • Miyazaki, Y., Sawamura, Y., Kishida, K. and Kimura, M.: Dynamic behavior of three-hinge type precast arch culverts installed in embankment with asymmetrical overburden in culvert longitudinal direction, Proc. of the 9th International Conference on Physical Modelling in Geotechnics, pp.915-920, 2018.
  • Yahagi, Y., Kishida, K., Kimura, M., Sawamura, Y. and Cui, Y.: Seismic Behavior of Shallow NATM Tunnels Excavated in Improved Ground, Proceedings of ITA-AITES World Tunnel Congress, 2018.
  • 福林良典, 木村 亮:誰も取り残さない開発に向けた小規模道路通行性改善,国際開発研究, Vol.26, No.2, pp.19-30, 2018.
  • Cui, Y., Kishida, K. and Kimura, M.: Numerical study on the effect of pre-ground improvement method on control of ground subsidence occurring in shallow overburden NATM tunnels, Proc. of the 7th China-Japan Geotechnical Symposium, pp.31-37, 2018.
  • 澤村康生, 北村明洋, 木村 亮: 遠心模型実験に基づくチェーン補強土壁の耐震性能と設計震度に関する評価,土木学会論文集C(地圏工学), Vol.74, No.1, pp.118-129, 2018.
  • Sawamura, Y. and Kimura, M.: A consideration of seismic design method of chain-reinforced wall based on centrifuge model experiments, NEW ADVANCES IN GEOTECHNICAL ENGINEERING, pp.281-287, 2018.

2017年

  • Kido, R., Higo, Y. and Salager, S.: Microscopic investigation of progressive changes of pore water distribution in shear band of unsaturated sand under triaxial compression, Proc. of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, pp.1171-1174, Seoul, Republic of Korea, 2017.
  • Kido, R. and Higo, Y.: Evaluation of distribution of void ratio and degree of saturation in partially saturated triaxial sand specimen using micro x-ray tomography, Japanese Geotechnical Society Special Publication, Vol.5, No.2, pp.22-27, 2017. h
  • 木戸隆之祐,肥後陽介,高村福志:三軸圧縮下の不飽和砂の進行的なせん断帯発達過程における間隙水の微視的特性 , 土木学会論文集C(地圏工学),Vol.73, No.2, pp.233-247, 2017.
  • 澤村康生, 松下麗菜, 岸田 潔, 木村 亮:2ヒンジ式プレキャストアーチカルバートの盛土施工過程における変形挙動と地震時の損傷形態に関する強震応答実験,地盤工学ジャーナル, Vol.12, No.4, pp.385-396, 2017.
  • 宮﨑祐輔, 澤村康生, 岸田 潔, 木村 亮:盛土形状をパラメータとしたカルバート縦断方向の動的遠心模型実験,土木学会論文集C(地圏工学), Vol.73, No.4, pp.429-441, 2017.
  • 大東優馬, 福林良典, 木村 亮:バングラディッシュ・デルタ地帯における破砕レンガを有効活用した住民参加型農道整備,土木学会論文集F5, Vol.73, No.1, pp.1-11, 2017.
  • 北村明洋, 奥西一裕, 久保田篤之, 寺本俊太郎, 澤村康生, 木村 亮:円筒金網とチェーンを用いた災害復旧工法の開発,地盤工学ジャーナル, Vol.12, No.3, pp.303-321, 2017.
  • Tomisawa, K., Nishimoto, S. and Kimura, M.: Seismic strengthening technique for existing pile foundations in soft ground and liquefiable ground, Proc. of the 19th International Conference on Soil Mechanics and Engineering, 2017.
  • Isobe, K., Sawamura, Y., Kimura, M. and Soga, Y.: Evaluation of seismic performance of a bridge column integrated by multiple steel pipes with directly-connected piles based on shaking table tests, Proc. of the 19th International Conference on Soil Mechanics and Engineering, pp.2785-2788, 2017.
  • Cui, Y., Kishida, K. and Kimura, M.: Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground, TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, Vol.63, pp.194-204, 2017.
  • Sawamura, Y., Matsushita, R., Kishida, K. and Kimura, M.: Relationship between deformation and earth pressure of two-hinge precast arch culvert in construction process through model experiment, Japanese Geotechnical Society Special Publication, Vol.5, No.2, pp.33-43, 2017.
  • Teramoto, S., Shiraishi, M. and Kimura, M.: Numerical analysis of load share mechanism of additional piles subjected to seismic load, Japanese Geotechnical Society Special Publication, Vol.5, No.2, pp.50-55, 2017.
  • Daito, Y., Fukubayashi, Y. and Kimura, M.: Participatory project to improve trafficability of unpaved road at delta in rural area of Bangladesh, Japanese Geotechnical Society Special Publication, Vol.5, No.2, pp.66-70, 2017.
  • Miyazaki, Y., Sawamura, Y., Kishida, K. and Kimura, M.: Evaluation of dynamic behavior of embankment with precast arch culvertsconsidering connecting condition of culverts in culvert longitudinal direction, Japanese Geotechnical Society Special Publication, Vol.5, No.2, pp.95-100, 2017.
  • 澤村康生, 石原央之, 岸田 潔, 木村 亮:強震応答実験と数値解析に基づく3ヒンジアーチカルバートの耐震設計法に関する考察,土木学会論文集C(地圏工学), Vol.73, No.1, pp.1-10, 2017.

2016年

  • Sawamura, Y., Haito, S., Kitamura, A. and Kimura, M.: Comparison of Seismic Performance of Reinforced Chain Wall with Gravity Retaining Wall through Centrifugal Model Tests, Proc. of the 2nd Asian Conference on Physical Modelling in Geotechnics (ASIAFUGE 2016), pp.196-201, 2016.
  • Miyazaki, Y., Sawamura, Y., Kishida, K. and Kimura, M.: Dynamic Centrifuge Model Tests on the Stress State of the Culverts Due to Patterns of Embankment Shape, Proc. of the 2nd Asian Conference on Physical Modelling in Geotechnics (ASIAFUGE 2016), pp.208-213, 2016.
  • 磯部公一, 澤村康生, 杉山裕樹, 篠原聖二, 曽我恭匡, 小林 寛, 木村 亮:振動台実験による杭基礎一体型鋼管集成橋脚の耐震性能評価,土木学会論文集C(地圏工学), Vol.72, pp.327-338, 2016.
  • Sawamura, Y., Ishihara, H., Kishida, K. and Kimura, M.: Evaluation of Damage Morphology in Three-Hinge Precast Arch Culvert Based on Shaking Table Tests and Numerical Analyses, Proc. of the 8th Young Geotechnical Engineering Conference, pp.221-226, 2016.
  • 澤村康生, 石原央之, 岸田 潔, 木村 亮:強震応答実験による3ヒンジプレキャストアーチカルバートの損傷形態の把握,土木学会論文集C(地圏工学), Vol.72, No.2, pp.62-73, 2016.
  • 宮﨑祐輔, 澤村康生, 岸田 潔, 木村 亮:盛土内に設置されたプレキャストアーチカルバートの地震によるカルバート縦断方向の被災メカニズムの解明,高速道路と自動車, Vol.59, No.2, pp.21-29, 2016.
  • 赤塚大二郎, 磯部公一, 木村 亮, 澤村康生, 杉山裕樹, 曽我恭匡, 篠原聖二:大型振動台模型実験を用いた杭基礎一体型鋼管集成橋脚構造の地震時応答特性に関する考察,地盤工学会北海道支部技術報告集, Vol.56, pp.71-80, 2016.
  • 磯部公一, 赤塚大二郎, 木村 亮, 澤村康生, 杉山裕樹, 曽我恭匡, 篠原聖二:杭基礎一体型鋼管集成橋脚構造の地震時応答特性に関する数値解析的検討,地盤工学会北海道支部技術報告集, Vol.56, pp.81-84, 2016.
  • Sawamura, Y., Ishihara, H., Kishida, K. and Kimura, M.: Experimental Study on Damage Morphology and Critical State of Three-Hinge Precast Arch Culvert through Shaking Table Tests, ADVANCES IN TRANSPORTATION GEOTECHNICS III, Vol.143, pp.522-529, 2016.
  • Sawamura, Y., Ishihara, H., Kishida, K. and Kimura, M.: Mechanical behavior of three-hinge precast arch culvert in construction process through model experiment, Japanese Geotechnical Society Special Publication, Vol.4, No.6, pp.128-131, 2016.
  • Fukubayashi, Y., Daito, Y. and Kimura, M.: Locally available geotextile for maintaining unpaved roads in developing countries to enhance community resilience, ICSDEC 2016 - INTEGRATING DATA SCIENCE, CONSTRUCTION AND SUSTAINABILITY, Vol.145, pp.348-355, 2016.

2015年

  • Higo, Y., Morishita, R., Kido, R., Ghonwa, K. and Simon, S.: Local water-retention behavior of sand during drying and wetting process observed by micro x-ray tomography with trinarisation, Japanese Geotechnical Society Special Publication, Vol.2, No.16, pp.635-638, 2015.
  • 宮﨑祐輔, 澤村康生, 岸田 潔, 木村 亮:2ヒンジプレキャストアーチカルバートを含む盛土におけるカルバートの連結様式を考慮した縦断方向の動的挙動の評価,地盤工学ジャーナル, Vol.10, No.4, pp.517-529, 2015.
  • 福林良典, 本庄由紀, 木村 亮:土のう工法の普及活動を通した未舗装道路のBOPビジネス化,土木学会論文集F5, Vol.71, No.1, pp.13-23, 2015.
  • Sawamura, Y., Kishida, K. and Kimura, M.: Experimental study on seismic resistance of a two-hinge precast arch culvert using strong earthquake response simulator, 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, Vol.2, No.48, pp.1684-1687, 2015.
  • Sawamura, Y., Kishida, K. and Kimura, M.: Evaluation of dynamic behavior of culverts and embankments through centrifuge model tests and a numerical analysis, Computer Methods and Recent Advances in Geomechanics, pp.743-748, 2015.

2014年

  • Sawamura, Y., Kishida, K. and Kimura, M.: Dynamic Centrifuge Model Tests on Culvert Embankment with Perpendicular Wall in Culvert Longitudinal Direction, Proc. of the 8th International Conference on Physical Modelling in Geotechnics, pp.883-889, Perth, 2014-1.
  • Teramoto, S., Kimura, M. and Boonyatee, T.: Centrifuge model test on pile group foundations subject to negative friction and differential settlement, Proc. of the 8th International Conference on Physical Modelling in Geotechnics, pp.813-818, Perth, 2014-1.
  • Fukubayashi, Y. and Kimura, M.: Improvement of rural access roads in developing countries with initiative forself-reliance of communities Soils and Foundations, JGS, Vol.54 No. 1 (IS-Hokkaido特集号), pp.23-35, 2014-2.
  • Isobe, K., Kimura, M. and Ohtsuka, S.: Design approach to a method for reinforcing existing caisson foundations using steel pipe sheet piles, Soils and Foundations, JGS, Vol.54 No.2, pp.141-154, 2014-04
  • 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,No.1,pp.41-57,2014-3.
  • 寺本俊太郎・木村 亮・西崎丈能・新村知也・井上昭生・阿久津富弘:既設のLNGタンク基礎を用いた63本群杭基礎の水平載荷試験に基づく群杭の挙動に対する考察,土木学会論文集C,Vol.70,No.2,pp.275-289,2014-6.
  • 寺本俊太郎・尾方武文・木村 亮:デジタル写真測量技術を用いた補強土壁の長期計測,地盤工学ジャーナル,Vol.9,No.2,pp.287-298,2014-6.
  • Sawamura, Y., Kishida, K. and Kimura, M.: Evaluation of dynamic behavior of culverts and embankments through centrifuge model tests and a numerical analysis, Proc. of the 14th Int. Conf. of the International Association for Computer Methods and Recent Advances in Geomechanics, pp.743-748, Kyoto, 2014-9.
  • Teramoto, S., Boonyatee, T. and Kimura, M.: Parametric FEM analysis on mechanical behavior of incompletely end-supported pile, Proc. of the 14th Int. Conf. of the International Association for Computer Methods and Recent Advances in Geomechanics, pp.979-984, Kyoto, 2014-9.

2013年

  • 岸田 潔・立田安礼・澤村康生・木村 亮:軟弱地盤上に設置する多ユニットアーチカルバート盛土の挙動と地盤改良効果に関する検討,土木学会論文集C(地圏工学),Vol.69, No.1, pp.20-30, 2013-1.
  • Cui. Y., Kishida, K., Wako, M. Kimura, M: Mechanical behaviors of shallow conventional tunnels installed the previous ground improved auxiliary method, World Tunnel Congress 2013 Geneva, Underground - the way to the future, G. Anagnostou & H. Ehrbar (eds), Taylor & Francis
  • Teramoto, S., Kimura, M., Akutsu, T., Kubota, S., Nishizaki, T. and Niimura, T.: In-situ Static Lateral Loading Test on 9×7 Group Pile Foundation, Proc. of the Int. Conf. on State of the Art of Pile Foundation and Pile Case Histories, C1-1-6, Bandon, Indonesia, 2013-6.
  • 野々村政一・井浦智実・崔 瑛・岸田 潔・木村 亮:小土被り未固結地山における事前地山改良工による地山安定性の評価に関する一考察,地盤工学ジャーナル,Vol.8, No.2, pp. 165-177, 2013-6.
  • 篠原聖二・金治英貞・鬼木浩二・木村 亮:杭基礎一体型鋼管集成橋脚の構造提案と地震時応答解析,土木学会論文集C(地圏工学),Vol.69 No.3, pp.312-325, 2013-7.
  • Sawamura, Y., Kishida, K. and Kimura, M.: Dynamic behavior of multi-arch culverts embankment considering the installation interval of consecutive arch culverts, Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, pp.1591-1594, 2013- 9.
  • Sawamura, Y., Kishida, K. and Kimura, M.: Centrifuge Model Test and FEM Analysis of Dynamic Interactive Behavior between Embankments and Installed Culverts in Multiarch Culvert Embankments, International Journal of Geomechanics, ASCE, 10.1061/(ASCE)GM.1943-5622.0000361, 04014050, 2013-9.
  • 寺本俊太郎・Tirawat BOONYATEE・木村 亮:圧密沈下地盤に敷設された不完全支持杭に対する遠心模型実験および有限要素解析,第58 回地盤工学シンポジウム論文集,地盤工学会,pp.37-42, 2013-11.
  • 磯部公一・木村 亮・杉浦邦征・橋本国太郎・北根安雄・金治英貞・篠原聖二:鋼管集成橋脚と斜杭基礎からなる橋梁構造形式の耐震性能評価,第58 回地盤工学シンポジウム論文集,地盤工学会,pp.61-64, 2013-11.
  • 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.
  • 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.
  • 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.     
  • 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.

2012年

  • 稲積真哉・木村 亮・葛 拓造・小林賢勝:海面廃棄物最終処分場における集排水機能を有する鋼管矢板遮水壁の実験的検討,廃棄物資源循環学会論文誌,廃棄物資源循環学会,Vol.23,No.1,pp.42-47, 2012-1.
  • 玉井俊行・寺本俊太郎・木村 亮:ソイルセメント羽根付き鋼管杭の杭体の模型実験とその数値解析,土木学会論文集C,土木学会,Vol.67, No.3,pp.372-386,2011-9.
  • 今 広人・吉田 映・木村 亮:節杭を用いたプレボーリング工法の根固め部における節杭とソイルセメントの付着性能に関する検討,地盤工学ジャーナル,Vol. 7 , No.1, pp.361-375, 2012-3.
  • Sawamura, Y., Kishida, K. and Kimura, M.: Numerical study on dynamic interaction between embankment and consecutive culverts, Proc. of the 2nd Int. Conf. on Transportation Geotechnics, IS-Hokkaido, Sapporo, pp.454-459, 2012-9.
  • Kimura, M. and Fukubayashi, Y.: Rural road maintenance using geotextile available in developing countries, Proc. of the 2nd Int. Conf. on Transportation Geotechnics, IS-Hokkaido, Sapporo, pp.486-491, 2012-9.
  • Isobe, K., Ohtsuka, S., Kimura, M.: Applicability of reinforcing method for existing caisson foundation by steel pipe sheet piles, Proc. of Testing and Design Method for Deep Foundations, IS-Kanazawa, Kanazawa, pp.639-646, 2012-9.
  • Ying Cui, Yurie Hirasaka, Kiyoshi Kishida and Makoto Kimura: Experiments on Mechanical Behavior of Shallow NATM Tunnels in Improved Ground, Advanced Underground Space Developement, Proc. of the 13th World Conference of ACUUS, pp.113-124, 2012-11.
  • 崔 瑛・野々村政一・井浦智美・岸田 潔・木村 亮:小土被り土砂地山でのトンネル掘削における事前地山改良工の効果に関する解析的検討,土木学会論文集F1(トンネル工学)特集号,Vol.68, No.3, I_27 ~ I_37, 2012-11.
  • 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. 
  • 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., 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.

2011年

  • Abongo, K., Kimura, M., Boonyatee, T., Kimura, M. and Kishida, K.: An Investigation into The Mechanisms That Generate Pullout Resistance of Steel Chain in Non-cohesive Soils, JSCE, C(Geotechnical) Vol.67, No.1,pp.1-15,2011-1.
  • 稲積真哉・木村 亮・若月 正・小林賢勝:遮水処理材としての膨潤性止水材の膨潤率および膨潤圧に関する実験的検討,材料,日本材料学会,Vol.60,No.3,pp.240-244,2011-3.
  • Sawamura, Y., Kishida, K. and Kimura, M.: Numerical approach on dynamic interactive behavior between embankment and installed multi-arch culverts, Proc. of the 13th Int. Conf. on Computer Methods and Advances in Geomechanics, Melbourne, pp.798-803, 2011-5.
  • Isobe, K., Ohtsuka, S. and Kimura, M.: Numerical simulation on seismic performance of steel pipe pile foundation using inclined pile, Proc. of the 13th Int. Conf. on Computer Methods and Advances in Geomechanics, Melbourne, pp.957-963, 2011-5.
  • Cui, Y., Kishida, K. and Kimura, M.: Maintaining ground subsidence with FRSP during shallow overburden tunnel excavations, Proc. of the 13th Int. Conf. on Computer Methods and Advances in Geomechanics, Melbourne, pp.1043-1048, 2011-5.
  • Cui, Y., Kishida, K. and Kimura, M.: Surface settlement maintenance using FRSP during tunnel excavation, 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, Paper No.232, 2011-5.
  • Fukubayashi, Y. and Kimura, M.: Do-nou Technology for Rural Road Maintenance in Developing Countries, 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, Paper No.287, 2011-5.
  • 稲積真哉・木村 亮・角田敏光:鋼管矢板継手の内部空間を活用した遮水浄化促進技術に関する解析的検討,土木学会論文集C(地圏工学),土木学会,Vol.67,No.2,pp.216-227,2011-5.
  • 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動的挙動に関する遠心模型実験,地盤工学ジャーナル,Vol.6, No.2, pp.201-212, 2011-6.
  • Kimura, M. and Fukubayashi, Y.: Applications of Participatory Road Maintenance using “Do-nou” Technology in Kenya, 15th African Regional Conference on Soil Mechanics and Geotechnical Engineering, Maputo, Mozambique, pp.476-481, 2011-7.
  • Inazumi, S., Kimura, M., Kakuda, T. and Kobayashi, M.: Water cut-off performance of H-jointed steel pipe sheet piles with H-H joints attaching water-swelling materials, Soils and Foundations, JGS, Vol.51, No.6, pp.1019-1035, 2011-12.
  • 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.
  • 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 Geoengineering: An International Journal, Vol. 6, No. 2, pp. 69-89, 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.
  • 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.
  • 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.

2010年

  • 稲積真哉・木村 亮・葛 拓造・若月 正:土砂混在場におけるH-H継手を施した連結鋼管矢板の遮水性能に関する実験的検討,材料,日本材料学会,Vol.59,No.1,pp.74-77,2010-1.
  • 北川 隆・後藤光理・田村 武・木村 亮・岸田 潔・野城一栄・嶋本敬介:サイドパイルによるトンネル沈下抑制効果に関する解析的研究,土木学会論文集C,Vol.66 No.1,pp. 85-100,2010-2.
  • 磯部公一・木村 亮・大塚 悟・秋山耕士郎:鋼管柱基礎の静的水平抵抗特性に関する三次元有限要素解析,土木学会 構造工学論文集Vol.56A,pp.1041-1053,2010-3.
  • Inazumi, S., Wakatsuki, T., Kobayashi, M. and Kimura, M.: Material properties of water swelling material used as water cut-off treatment material at waste landfill sites, Journal of Material Cycles and Waste Management, Springer JAPAN, JSMCWM, Vol.12, No.1, pp.50-56, 2010-4.
  • Cui, Y., Kishida, K. and Kimura, M.: Mechanism of Phenomenon of Accompanied Settlement Occurring in Tunnel Excavation under Shallow Overburden Condition, Proc. of the fourth Japan-China Geotechnical Symposium, JGS, Okinawa, pp.226-229, 2010-4.
  • Cui, Y., Kishida, K. and Kimura, M.: Analytical Study on the Control of Ground Subsidence Arising from the Phenomenon of Accompanied Settlement Using Foot Reinforcement Side Pile, ASCE GSP in the proceeding of Geo Shanghai 2010, Shanghai, China, 2010-6.
  • Abongo, K., Kimura, M. and Kitamura, A.: Design and Construction of reinforced Steel Chain Wall, Proc. of Deep and Underground Excavation, ASCE GSP No. 206, pp. 1-8, 2010-6.
  • 段野孝一郎・木村 亮:杭基礎の長期沈下挙動に対する群杭効果の影響,地盤工学ジャーナル,Vol. 5,No. 2,pp.181-191,2010-6.
  • Abongo, K., Boonyatee, T., Kimura, M. and Kitamura, A.: Mechanisms that generate pullout resistance of chain in non-cohesive soils, Proc. of Earth Retention 2010 Conference, ASCE, GSP, pp. 548-555, WA, USA, 2010-8.
  • Kimura, M. and Fukubayashi, Y.: Rural road maintenance for extending the socio-economic benefits to the road side communities, The 3rd Seminar on Infrastructure Technologies for Sustainable Development, Kyoto, 2010-9.
  • 崔 瑛・岸田 潔・木村 亮・野々村政一・井浦智実:とも下がり発生時におけるサイドパイル工の地盤沈下抑制効果に関する数値解析,土木学会論文集C,Vol.66 No.4,pp.718-728,2010-10.
  • Inazumi, S., Kimura, M., Nishiyama, Y. and Kojima, K.: Leachate control technology using H-jointed steel pipe sheet piles with H-H joints at coastal landfills, Journal of Environmental Science and Engineering, ISSN1934-8932, David Publishing Company USA, Vol.4, No.11, pp.65
  • Cui, Y. and Kimura, M.: Model test and numerical analysis methods in tunnel excavation problem, Soils and Foundations, Vol.50, No.6, pp.915-923, 2010-12.
  • 今 広人・吉田 映・樺澤和宏・小松吾郎・桑原文夫・木村 亮:先端載荷試験後に掘り出した節杭を用いたプレボーリング工法の根固め部の調査,地盤工学ジャーナル,Vol.5, No.4, pp.615-623, 2010-12.
  • 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.
  • 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.

京都大学 木村研

京都大学 大学院工学研究科
社会基盤工学専攻 地盤力学分野(木村研)

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