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Office
Academic background
Present specialized field
Works
(Last updated : 2025-03-24 13:43:00)
Kaneda Kazuhiro
Department of Civil and Environmental Engineering, Faculty of Creative Engineering
Graduate School of Engineering
Master's Program in Civil and Environmental Engineering, Graduate School of Creative Engineering
Professor
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Office
Tsudanuma Campus, No.1 Building,18th floor room 021805
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Academic background
1.
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.
Article
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
2.
Article
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
3.
Article
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
4.
Article
New microbial-function-based reinforcement method for embankment Int. J. of Geotechnique, Construction Materials and Environment 10(21),pp.1834-1841 (Collaboration) 2016
5.
Article
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
6.
Article
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
7.
Article
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
8.
Article
Soil – water coupled analysis of low land widespread subsidence due to dewatering. Lowland International, Technology 11(2),pp.47-52 (Collaboration) 2009
9.
Article
An elasto-plastic description of two distinct volume change mechanics of soils Soils and Foundations 42(5),pp.47-57 (Collaboration) 2002
10.
Article
Delayed compression/consolidation of naturally clay due to degradation of soil structure Soils and Foundations 40(3),pp.75-85 (Collaboration) 2000
11.
Article
Progressive Failure of Heavily Overconsolidated Clays Soils and Foundations 38(4),pp.173-181 (Collaboration) 1999
12.
Article
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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