Japanese

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.

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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.

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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.
• 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.

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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.
• 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.
• 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.
• 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.

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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
• 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.

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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.
• 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.
• 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.

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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.
• 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.

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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
• 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.

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2013年

• 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.
• 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.
• 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.

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2012年

• 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.
• 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.　
• 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.

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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．
• 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.
• 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.

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2010年

• 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.
• 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.
• 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．
• 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.

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