Faculty Profiles - NAKANO, Masaki

Papers - NAKANO, Masaki

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Reproduction of a reclaimed ground considering its construction history and evaluation of its seismic behavior by using a soil-water coupled analysis, Recent Developments of Geotechnical Engineering Reviewed

Noda, T., Yamada, E., Nakano, M., Asaoka, A. and Sun, K.

Proc. of the Fourth Japan-China Geotechnical Symposium page： 564-571 2010

Elasto-plastic description of mechanical behavior of silt improved by lime Reviewed

Nakano, M. and Yamada, E.

Proceedings of 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, Egypt Vol. 1 page： 558-561 2009.10

Structure upgradation concept applied to cyclic mobility of sand and high ductility of natural clay Reviewed

Nakai, K., Noda, T., Nakano, M. Asaoka, A. and Kawai, T.

Proceedings of 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, Egypt Vol. 1 page： 175-178 2009.10

Post-seismic consolidation settlement of clayey soil due to the co-seismic disturbance,

Noda, T., Takeuchi, H., Nakai, K., Nakano, M. and Asaoka, A.

Proc. 4th International Workshop on New Frontiers in Computational Geomechanics (IWS-Pittsburgh 2008), Pittsburgh, USA. page： pp.57-60 2009

Structure upgradation concept applied to cyclic mobility of sand and high ductility of natural clay Reviewed

Nakai, K., Noda, T., Nakano, M. Asaoka, A. and Kawai, T.

Proceedings of 17th International Conference on Soil Mechanics and Geotechnical Engineering Vol. 1 page： 175-178 2009

Numerical analysis on deformation/failure patterns on embankments observed in 2004 Chuetsu earthquake Reviewed

Noda, T., Nakano, M., Asaoka, A., Yamada, E., Itabashi, K. and Inagaki, M.

Proc. Int. Symp. on Prediction and Simulation Methods for Geohazard mitigation, IS-Kyoto 2009 page： 103-109 2009

Elasto-plastic description of mechanical behavior of silt improved by lime Reviewed

Nakano, M. and Yamada, E.

Proceedings of 17th International Conference on Soil Mechanics and Geotechnical Engineering, Vol. 1 page： 558-561 2009

*Elasto-plastic description of mechanical behavior on treated soils of the dredged soil of Nagoya Port Reviewed

Kai Sun, Masaki Nakano, Eiji Yamada and Akira Asaoka

土木学会応用力学論文集 Vol. 12 page： 413-420 2009

Language：English Publishing type：Research paper (scientific journal)

In order to effectively use the huge amount of dredged soil of Nagoya Port as geomaterials, four kinds of stabilizers are used to improve the properties of the soil. The treated soils are studied through a series of laboratory tests to comprehend the mechanical behaviors and the behaviors are investigated by using SYS Cam-clay model. Through the experimental results, the treated soils have higher the unconfined strength than the dredged soil. In order to interpret the effect of these stabilizers on the mechanical behaviors as the action of the soil skeleton structure on the behavior, the simulation of the mechanical behavior of the treated soils is used by the same elasto-plastic parameters as the dredged soil. The simulation result indicates that the treated soils can be in highly initial structured state and heavy initial overconsolidated state with not only slow decay of structure but also slow loss of overconsolidation compared with the dredged soil. Only for steel slag-treated soil, the mechanical behavior can be simulated by using new elasto-plastic parameters because the grain size ranges wider and the weight proportion more than other stabilizers.

*破砕・石灰混合・締固めにより改良された窯業副産物キラの骨格構造概念に基づく解釈 Reviewed

中野正樹,山田英司

土木学会論文集C Vol. 65 ( 2 ) page： 518-543 2009

Program of Continuing Professional Development for Geotechnical Engineers by Japanese Geotechnical Society

Nakano, M. and Suemasa, N.

1st Int. Conf. on Education and Training in Geo-Engineering Sciences, Constantza, Romania page： pp.499-504 2008

Soil-water coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model Reviewed

Noda, T., Asaoka, A. and Nakano, M.

Soils and Foundations Vol. 48 ( 6 ) page： 771-790 2008

*Ground improvement of intermediate reclaimed land by compaction through cavity expansion of sand piles Reviewed

Nakano, M., Yamada, E. and Noda, T.

Soils and Foundations Vol. 48 ( 5 ) page： 653-671 2008

Soil classification for occurrence of in-situ delayed consolidation Reviewed

Nakano, M. , Tashiro, M. and Inagaki, M.

Proc. of 13th Asian Regional Conf. on Soil Mechanics and Geotechnical Engineering (13th ARC) page： 415-418 2007.11

Improvement of manmade island filled with intermediate soils by SCP method Reviewed

Yamada, E. , Nakano, M.

page： 787-790 2007.11

Explanation of cyclic mobility of soils: approach by stress-induced anisotropy Reviewed

Zhang, F., Ye, B., Noda, T., Nakano, M. and Nakai, K.

Soils and Foundations Vol. 47 ( 4 ) page： 635-648 2007.8

Effects of embankment rigidity on behavior of naturally deposited soils during/after earthquakes, Reviewed

Noda, T., Asaoka, A, Nakano, M. Nakai, K. and Takeuchi, H.

Proc. of International Workshop on Earthquake Hazards and Mitigations page： pp.249-256 2007

High ductility of structured clay and cyclic mobility of sand Reviewed

Nakai, K., Noda, T., Nakano, M., Tashiro, M. and Asaoka, A.

Proc. of 3rd Int. Workshop on New Frontiers in Computational Geomechanics page： 183-186 2006.10

Some distinct characteristics of natural clay that yields large residual consolidation settlement Reviewed

Nakano, M. , Tashiro, M. , Noda, T. and Inagaki, M.

Proc. of 3rd Int. Workshop on New Frontiers in Computational Geomechanics page： 73-77 2006.10

Densification of Dewatered Sludge by Compaction after Crushing and Air-Mixing Mechanical behavior of structured clay and simulation Reviewed

Nakano, M., Nakai, K. and Kaneda, K.

ASCE, 2nd Japan-U.S. Workshop on Testing, Modeling and Simulation in Geomechanics page： 189-200 2006.4

A super/Subloading yield Surface Approach to Compaction/Liquefaction of sand and Secondary consolidation of clay Reviewed

Asaoka, A., Nakano, M. and Noda, T.

ASCE, 2nd Japan-U.S. Workshop on Testing, Modeling and Simulation in Geomechanics page： 201-218 2006.4

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