Papers - NAKANO, Masaki
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粘土地盤上の鉄道盛土の地震時破壊形態の検証と簡易耐震性評価手法との比較 Reviewed
大木基裕, 中野正樹, 酒井崇之，関雅樹
地盤工学ジャーナル Vol. 9 ( 1 ) page： 421-433 2014
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Soundness evaluation of the embankments for effective maintenance and long-life of shin-tomei expressway Invited
Hinokio, M., Yamato, H, Suzuki, K., Sakai, T., Nakano, M. and Kawaida, M.
Third International Conference on Geotechnique, Construction Materials and Environment, GeoMate2013 Vol. 3 ( 1 ) page： 1442-147 2013.11
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Development of SPH method with an elasto-plastic constitutive model considering soil skeleton structure and its application to excavation problems Invited
Nonoyama, H., Nakano, M., and Noda, T.
Third International Conference on Geotechnique, Construction Materials and Environment, GeoMate2013 Vol. 3 ( 1 ) page： 136-141 2013.11
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Seismic response analysis of geotechnical structures built of cement-treated dredged soil Invited
Sakai, T., Nakano, M. and Yamada, S.
Third International Conference on Geotechnique, Construction Materials and Environment, GeoMate2013 Vol. 3 ( 1 ) page： 130-135 2013.11
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災害廃棄物の地盤材料としての有効利活用法に向けた検討 Reviewed
野々山栄人, 中野正樹,酒井崇之, 岡野雄馬, 新木毅, 岡崎稔, 大塚義一, 濱谷洋平, 中島典昭
第10回環境地盤工学論文集 page： 1-10 2013
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SPH法による地盤の掘削解析 Reviewed
野々山栄人, 中野正樹, 野田利弘
土木学会論文集A2 Vol. 69 ( 2 ) page： 314-350 2013
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鉄道盛土の地震時破壊形態を考慮した耐震補強工法の検討 Reviewed
大木基裕, 中野正樹, 田代むつみ, 酒井崇之
土木学会論文集A2 Vol. 69 ( 2 ) page： 403-414 2013
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鉄道盛土における5つの地震時破壊形態の実験検証と合理的な耐震補強の提案 Reviewed
大木基裕, 関雅樹, 永尾拓洋, 中野正樹
土木学会論文集C Vol. 69 ( 2 ) page： 174-185 2013
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Interpretation of mechanical behaviors of cement-treated dredged soil based on soil skeleton structure
Nakano, M. and Sakai, T.
Proceedings of 18th International Conference on Soil Mechanics and Geotechnical Engineering page： 3239-3242 2013
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Interpretation of the Effect of Compaction on the Mechanical Behavior of Embankment Materials Based on the Soil Skeleton Structure Concept
Sakai, T. and Nakano, M.
Proceedings of 18th International Conference on Soil Mechanics and Geotechnical Engineering page： 1179-1182 2013
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地震後に発生した傾斜地盤上盛土の大崩壊に関する水-土連成有限変形解析による再現 Reviewed
酒井崇之，中野正樹
地盤工学ジャーナル Vol. 7 ( 2 ) page： 421-433 2012
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Description of mechanical behaviors of cement-treated dredged soil in terms of soil skeleton structure
Nakano, M., Yamada, S., Nonoyama, H. and Sakai, T.
Proc. 6th International Workshop on New Frontiers in Computational Geomechanics (IWS-Takayama 2012) Vol. 6 page： 183-186 2012
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Shearing behavior of embankment materials and seismic response analysis of embankments with different compaction properties
Sakai ,T. and Nakano, M.
Proc. 6th International Workshop on New Frontiers in Computational Geomechanics (IWS-Takayama 2012) Vol. 6 page： 129-132 2012
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SPH method with an elasto-plastic constitutive model taking account of soil skeleton structure at work
Nonoyama, H., Nakano, M., and Noda, T.
Proc. 6th International Workshop on New Frontiers in Computational Geomechanics (IWS-Takayama 2012) Vol. 6 page： 45-48 2012
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Prediction of settlement in natural deposited clay ground with risk of large residual settlement due to embankment Loading Reviewed
Tashiro, M., Noda, T., Inagaki, M., Nakano, M. and Asaoka, A.
Soils and Foundations Vol. 51 ( 1 ) page： 133-149 2011.2
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Simulation of reclaimed ground composed of dredged soil for two kinds of earthquake ground motions with different spectral characteristics. Reviewed
Sun K., Yamada E., Nakano M. and Asaoka A.
Journal of Applied Mechanics Vol. 13 page： 453-462 2010.8
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Soil-water coupled finite deformation analysis of seismic deformation and failure of embankment on horizontal and inclined ground Invited Reviewed
Nakano, M., Sakai, T., Noda, T. and Asaoka, A.
Ground improvement and Geosynthtics, Geotechnical special publication page： 139-144 2010.6
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Mechanical behavior of compacted geomaterial changed from the dredged soil in Nagoya Port by mixing with some stabilizers Invited Reviewed
Sun K., Nakano M., Yamada E. and Asaoka A.
Ground improvement and Geosynthtics, Geotechnical special publication page： 149-154 2010.6
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Proposal of a simple method for assessing the susceptibility of naturally deposited clay grounds to large long-term settlement due to embankment loading. Reviewed
Inagaki, M., Nakano, M., Noda, T., Tashiro, A. and Asaoka, A.
Soils and Foundations Vol. 50 ( 1 ) page： 109-122 2010.2
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練返し試料の圧縮曲線に及ぼす試料作製時の含水比の影響 Reviewed
田代むつみ，稲垣太浩，中野正樹，野田利弘，浅岡顕
地盤工学ジャーナル Vol. 5 ( 1 ) page： 81-87 2010.2