■ Office
Tsudanuma Campus, No.1 Building,18th floor room 021805
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■ Academic background
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Graduate School, Division of Engineering, Nagoya University, Graduated, PhD
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■ Present specialized field
Geotechnical engineering, Building structures and materials
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■ Works
1.
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Article
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Assessing the ultimate bearing capacity of footing in a two- layered clayer soil system using the rigid plactic finite element method International Journal of GEOMATE 17,pp.144-150 (Collaboration) 2019/08
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2.
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Article
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Ultimate vertical bearing capacity of clayer squeeze breakdown using rigid-plastic finite element method, International Journal of GEOMATE 17,pp.76-82 (Collaboration) 2019/08
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3.
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Article
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Examination of earth pressure reduction mechanism using tire-chip inclusion in sandy backfill via numerical simulation, Soils and Foundations 58(5),pp.1272-1281 (Collaboration) 2018
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4.
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Article
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New microbial-function-based reinforcement method for embankment Int. J. of Geotechnique, Construction Materials and Environment 10(21),pp.1834-1841 (Collaboration) 2016
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5.
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Article
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Ultimate bearing capacity of footing on sandy soils against combined load of vertical, horizontal and moment loads Int. J. of Geotechnique, Construction Materials and Environment 10(1),pp.1649-1655 (Collaboration) 2016
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6.
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Article
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Feasible method, utilizing density changes, for estimating in situ dynamic strength and deformation properties of sand samples. Soils and Foundations 53(1),pp.64-76 (Collaboration) 2013
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7.
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Article
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Ultimate bearing capacity analysis of ground against inclined load by taking account of nonlinear property of shear strength Int. J. of Geotechnique, Construction Materials and Environment 5(2),pp.678-684 (Collaboration) 2013
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8.
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Article
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Soil – water coupled analysis of low land widespread subsidence due to dewatering. Lowland International, Technology 11(2),pp.47-52 (Collaboration) 2009
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9.
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Article
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An elasto-plastic description of two distinct volume change mechanics of soils Soils and Foundations 42(5),pp.47-57 (Collaboration) 2002
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10.
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Article
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Delayed compression/consolidation of naturally clay due to degradation of soil structure Soils and Foundations 40(3),pp.75-85 (Collaboration) 2000
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11.
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Article
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Progressive Failure of Heavily Overconsolidated Clays Soils and Foundations 38(4),pp.173-181 (Collaboration) 1999
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12.
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Article
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Displacement/Traction boundary conditions represented by constraint conditions on velocity filed of soil. Soils and Foundations, pp.173-181 (Collaboration) 1998
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