研究者詳細 - 中野　正樹

論文 - 中野　正樹

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Soil improvement by biomass polyions and compaction: Reinforcement, biodegradation resistance, and retention of heavy metal ions 査読有り

Wang, YH; Sakai, T; Shibata, N; Zinchenko, A; Nakano, M

JOURNAL OF ENVIRONMENTAL CHEMICAL ENGINEERING 12 巻 ( 1 ) 2024年2月

災害廃棄物処理プロセスの最適化を導入した災害廃棄物処理実行計画作成支援システムの開発査読有り

中野正樹，田内裕人，酒井崇之，大塚義一，加藤雅彦，高井敦史，佐々木秀幸

第15回環境地盤工学シンポジウム発表論文集 15 巻 ( 1 ) 頁： 364 - 370 2023年11月

Investigation of the effectiveness of fiber-reinforcement as an alternative sustainable soil improvement technique for the practical application 査読有り

第15回環境地盤工学シンポジウム発表論文集 15 巻 ( 1 ) 頁： 438 - 443 2023年11月

Effect of different pore structure in sandy soil on monotonic and cyclic shear behavior 査読有り

Nakano, M. and Sakai

The 17th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering 2023年8月

Improvement of soil mechanical properties by biomass-derived chitosan and carboxymethyl cellulose 査読有り

Sakai, T. and Nakano, M.

The 17th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering 2023年8月

Experimental study on sand anisotropy using hollow cylinder apparatus 査読有り

Yamada Shotaro, Okada Maki, Nakano Masaki, Noda Toshihiro

SOILS AND FOUNDATIONS 63 巻 ( 3 ) 2023年6月

Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials 査読有り

Sakai Takayuki, Inukai Shogo, Inagaki Motohiro, Nakano Masaki

SOILS AND FOUNDATIONS 63 巻 ( 2 ) 2023年4月

EFFECT OF FIBERS ON THE COMPRESSIVE AND TENSILE STRENGTHS OF SAND CONSIDERING FAILURE MODE 査読有り国際誌

INTERNATIONAL JOURNAL OF GEOMATE 23 巻 ( 99 ) 頁： 1 - 8 2022年11月

Effect of fiber-reinforcement on the mechanical behavior of sand approaching the critical state 査読有り国際共著

GANIEV, J., Yamada, S., Nakano M. and Sakai, T.

Journal of Rock Mechanics and Geotechnical Engineering 2022年8月

Numerical analysis of drained compression behavior of fiber-reinforced sand based on a soil skeleton structure concept 査読有り

Ganiev Jakhongirbek, Nakano Masaki, Sakai Takayuki

COMPUTERS AND GEOTECHNICS 148 巻 2022年8月

Efficient stabilization of soil, sand, and clay by a polymer network of biomass-derived chitosan and carboxymethyl cellulose 査読有り国際共著

Zinchenko, A., Sakai, T., Morikawa, K. and Nakano, M.

Journal of Environmental Chemical Engineering 10 巻 ( 1 ) 2022年2月

Combined-loading elastoplastic constitutive model for a unified description of the mechanical behavior of the soil skeleton 査読有り

Shotaro Yamada, Toshihiro Noda, Masaki Nakano, Akira Asaoka

Computers and Geotechnics 141 巻 2022年1月

Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils 査読有り

Yamada, S., Sakai, T., Nakano, M. and Noda, T.

Journal of Geotechnical and Geoenvironmental Engineering 148 巻 ( 5 ) 2022年

災害廃棄物処理計画・処理実行計画の作成支援を目的としたオントロジー開発査読有り

矢吹信喜，有賀貴志，中野正樹，酒井崇之，大塚義一，岩下将也，加藤雅彦

土木学会論文集F3(土木情報学) 78 巻 ( 2 ) 頁： 10 - 21 2022年

Attempt to reproduce the mechanical behavior of cement-treated soil using elasto-plastic model considering soil skeleton structure 査読有り

SOILS AND FOUNDATIONS 61 巻 ( 5 ) 頁： 1464 - 1474 2021年10月

被災自治体の災害廃棄物処理計画・処理実行計画の分析による必要項目の抽出と考察査読有り

中野正樹，酒井崇之，岩下将也，大塚義一，加藤雅彦

第14回環境地盤工学シンポジウム発表論文集 14 巻 ( 1 ) 2021年9月

Effects of slaking and degree of compaction on the mechanical properties of mudstones with varying slaking properties

Sakai Takayuki, Nakano Masaki

SOILS AND FOUNDATIONS 59 巻 ( 1 ) 頁： 56-66 2019年2月

地震・津波災害で発生が想定される木片混入分別土の木片腐朽過程を考慮した力学特性の把握査読有り

酒井崇之，中野正樹，池上浩樹

第13回環境地盤工学シンポジウム発表論文集 13 巻 ( 1 ) 頁： 285-290 2019年

気水分離方式を含む真空圧密工法の地盤改良効果に関する数値解析的検証査読有り

山田正太郎，肥後隼大，野田利弘，中野正樹

土木学会論文集 C（地圏工学） 75 巻 ( 3 ) 頁： 303-315 2019年

2011 年東北地方太平洋沖地震の余震時の補強土壁における補強材の支圧抵抗と摩擦抵抗の動態観測査読有り

武藤裕久、神谷隆、長沼明彦、小高猛司、崔瑛、中野正樹、野田利弘

土木学会論文集C 73 巻 ( 4 ) 頁： 311-329 2017年10月

災害廃棄物・津波堆積物を想定した砂・粘土混合土砂の物性把握と有効利用への提案査読有り

中野正樹、酒井崇之、神野琢真、池上浩樹

第12回環境地盤工学シンポジウム論文集頁： 65-70 2017年9月

Expansion of SYS Cam-clay model for simulation of mechanical behavior of cement-treated soils 査読有り

Yamada, S. and Nakano, M.

Proceedings of 19th International Conference on Soil Mechanics and Geotechnical Engineering 頁： 993-996 2017年9月

東日本大震災で発生した津波堆積物の分別土砂中の夾雑物混入率に関する文献調査査読有り

鴇田稔，野口真一，中村吉男，中野正樹，加藤雅彦

第12回環境地盤工学シンポジウム論文集頁： 229-236 2017年9月

摩擦抵抗と支圧抵抗を併用した補強材を用いた補強土壁の施工実験査読有り

武藤裕久、神谷隆、長沼明彦、小高猛司、崔瑛、中野正樹、野田利弘

地盤工学ジャーナル 12 巻 ( 1 ) 頁： 33-46 2017年3月

埋立高さの異なる名古屋港ポートアイランドの南海トラフ巨大地震時の耐震性評価査読有り

酒井崇之，野田利弘，中野正樹，浅岡顕

土木学会論文集 A2（応用力学） 73 巻 ( 2 ) 頁： 233-244 2017年

摩擦抵抗と支圧抵抗を併用した補強材の小型引抜き試験査読有り

武藤裕久、神谷隆、長沼明彦、小高猛司、崔瑛、中野正樹、野田利弘

地盤工学ジャーナル 11 巻 ( 3 ) 頁： 201-214 2016年9月

The effect of slaking progress on mechanical properties of three typical crushed mudstones aggregates 招待有り

Nakano, M. and Sakai, T.

Proceedings of International Mini Symposium Chubu (IMS-CHUBU), No.28 巻頁： No.28 2016年5月

Proposal of a combined loading elastoplastic constitutive model

Yamada, S., Noda, T., Nakano, M. and Nakai, K.

Proceedings of International Mini Symposium Chubu (IMS-CHUBU), 頁： No.51 2016年5月

New application of mesh-free particle method to geotechnical engineering

Nonoyama, H. and Nakano, M.

The 15th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering 頁： JPN-125 2015年11月

Interpretation of Slaking of a Mudstone Embankment Using Soil Skeleton Structure Model Concept and Reproduction of Embankment Failure by Seismic Analysis

Nakano, M. and Sakai, T.

The 15th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering 頁： JPN-124 2015年11月

Interpretation of the mechanical behavior of embankments having various compaction properties based on the soil skeleton structure 査読有り

Sakai, T , Nakano, M

Soils and Foundations 55 巻 ( 5 ) 頁： 1069-1085 2015年10月

災害廃棄物分別土の木片腐朽過程を考慮した力学試験の試み査読有り

野々山栄人,中野正樹,新木毅,浜島圭佑,神野琢磨,吉村剛

第11回環境地盤工学シンポジウム論文集頁： 121-126 2015年9月

Mechanical behaviour of soil-wood chip mixtures generated from earthquake waste 査読有り

Nonoyama, H., Nakano, M., Araki, T. and Hamajima, K

Proc. 7th International Congress on Environmental Geotechnics 頁： 527-532 2014年11月

ジオテキスタイル補強土を用いた盛土の耐震メカニズムの数値解析による把握

酒井崇之，辻慎一朗，中野正樹，野田利弘，田代むつみ

地盤工学会特別シンポジウム－東日本大震災を乗り越えて－発表論文集頁： 189-197 2014年5月

締固め度・スレーキング進行の異なる泥岩盛土の地震時変形挙動

中野正樹，酒井崇之

地盤工学会特別シンポジウム－東日本大震災を乗り越えて－発表論文集頁： 255-261 2014年5月

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査読有り

大木基裕, 中野正樹, 酒井崇之，関雅樹

地盤工学ジャーナル 9 巻 ( 1 ) 頁： 421-433 2014年

Soundness evaluation of the embankments for effective maintenance and long-life of shin-tomei expressway 招待有り

Hinokio, M., Yamato, H, Suzuki, K., Sakai, T., Nakano, M. and Kawaida, M.

Third International Conference on Geotechnique, Construction Materials and Environment, GeoMate2013 3 巻 ( 1 ) 頁： 1442-147 2013年11月

Development of SPH method with an elasto-plastic constitutive model considering soil skeleton structure and its application to excavation problems 招待有り

Nonoyama, H., Nakano, M., and Noda, T.

Third International Conference on Geotechnique, Construction Materials and Environment, GeoMate2013 3 巻 ( 1 ) 頁： 136-141 2013年11月

Seismic response analysis of geotechnical structures built of cement-treated dredged soil 招待有り

Sakai, T., Nakano, M. and Yamada, S.

Third International Conference on Geotechnique, Construction Materials and Environment, GeoMate2013 3 巻 ( 1 ) 頁： 130-135 2013年11月

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査読有り

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頁： 1-10 2013年

SPH法による地盤の掘削解析査読有り

野々山栄人, 中野正樹, 野田利弘

土木学会論文集A2 69 巻 ( 2 ) 頁： 314-350 2013年

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査読有り

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 69 巻 ( 2 ) 頁： 403-414 2013年

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査読有り

大木基裕, 関雅樹, 永尾拓洋, 中野正樹

土木学会論文集C 69 巻 ( 2 ) 頁： 174-185 2013年

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 頁： 3239-3242 2013年

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 頁： 1179-1182 2013年

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査読有り

酒井崇之，中野正樹

地盤工学ジャーナル 7 巻 ( 2 ) 頁： 421-433 2012年

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) 6 巻頁： 183-186 2012年

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) 6 巻頁： 129-132 2012年

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) 6 巻頁： 45-48 2012年

Prediction of settlement in natural deposited clay ground with risk of large residual settlement due to embankment Loading 査読有り

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

Soils and Foundations 51 巻 ( 1 ) 頁： 133-149 2011年2月

Simulation of reclaimed ground composed of dredged soil for two kinds of earthquake ground motions with different spectral characteristics. 査読有り

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

Journal of Applied Mechanics 13 巻頁： 453-462 2010年8月

Soil-water coupled finite deformation analysis of seismic deformation and failure of embankment on horizontal and inclined ground 招待有り査読有り

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

Ground improvement and Geosynthtics, Geotechnical special publication 頁： 139-144 2010年6月

Mechanical behavior of compacted geomaterial changed from the dredged soil in Nagoya Port by mixing with some stabilizers 招待有り査読有り

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

Ground improvement and Geosynthtics, Geotechnical special publication 頁： 149-154 2010年6月

Proposal of a simple method for assessing the susceptibility of naturally deposited clay grounds to large long-term settlement due to embankment loading. 査読有り

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

Soils and Foundations 50 巻 ( 1 ) 頁： 109-122 2010年2月

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査読有り

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 5 巻 ( 1 ) 頁： 81-87 2010年2月

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 査読有り

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

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

Elasto-plastic description of mechanical behavior of silt improved by lime 査読有り

Nakano, M. and Yamada, E.

Proceedings of 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, Egypt 1 巻頁： 558-561 2009年10月

Structure upgradation concept applied to cyclic mobility of sand and high ductility of natural clay 査読有り

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

Proceedings of 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, Egypt 1 巻頁： 175-178 2009年10月

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. 頁： pp.57-60 2009年

Structure upgradation concept applied to cyclic mobility of sand and high ductility of natural clay 査読有り

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

Proceedings of 17th International Conference on Soil Mechanics and Geotechnical Engineering 1 巻頁： 175-178 2009年

Numerical analysis on deformation/failure patterns on embankments observed in 2004 Chuetsu earthquake 査読有り

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 頁： 103-109 2009年

Elasto-plastic description of mechanical behavior of silt improved by lime 査読有り

Nakano, M. and Yamada, E.

Proceedings of 17th International Conference on Soil Mechanics and Geotechnical Engineering, 1 巻頁： 558-561 2009年

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

Kai Sun, Masaki Nakano, Eiji Yamada and Akira Asaoka

土木学会応用力学論文集 12 巻頁： 413-420 2009年

記述言語：英語掲載種別：研究論文（学術雑誌）

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査読有り

中野正樹,山田英司

土木学会論文集C 65 巻 ( 2 ) 頁： 518-543 2009年

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 頁： pp.499-504 2008年

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

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

Soils and Foundations 48 巻 ( 6 ) 頁： 771-790 2008年

*Ground improvement of intermediate reclaimed land by compaction through cavity expansion of sand piles 査読有り

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

Soils and Foundations 48 巻 ( 5 ) 頁： 653-671 2008年

Soil classification for occurrence of in-situ delayed consolidation 査読有り

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

Proc. of 13th Asian Regional Conf. on Soil Mechanics and Geotechnical Engineering (13th ARC) 頁： 415-418 2007年11月

Improvement of manmade island filled with intermediate soils by SCP method 査読有り

Yamada, E. , Nakano, M.

頁： 787-790 2007年11月

Explanation of cyclic mobility of soils: approach by stress-induced anisotropy 査読有り

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

Soils and Foundations 47 巻 ( 4 ) 頁： 635-648 2007年8月

Effects of embankment rigidity on behavior of naturally deposited soils during/after earthquakes, 査読有り

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

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

High ductility of structured clay and cyclic mobility of sand 査読有り

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

Proc. of 3rd Int. Workshop on New Frontiers in Computational Geomechanics 頁： 183-186 2006年10月

Some distinct characteristics of natural clay that yields large residual consolidation settlement 査読有り

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

Proc. of 3rd Int. Workshop on New Frontiers in Computational Geomechanics 頁： 73-77 2006年10月

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

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

ASCE, 2nd Japan-U.S. Workshop on Testing, Modeling and Simulation in Geomechanics 頁： 189-200 2006年4月

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

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

ASCE, 2nd Japan-U.S. Workshop on Testing, Modeling and Simulation in Geomechanics 頁： 201-218 2006年4月

Progressive Consolidation Settlement of naturally deposited clayey soil under embankment loading 査読有り

Noda, T., Asaoka A., Nakano, M., Yamada, E. and Tashiro, M.

Soils and Foundations 45 巻 ( 5 ) 頁： 39-52 2005年10月

Description of “compaction" and “liquefaction" behavior of sand based on evolution of soil skeleton structure

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

Proc. 2nd International Workshop on New Frontiers in Computational Geotechnics (IWS-Fortaleza) 1 巻頁： 29-32 2005年9月

Densification/compression by compaction of a granular geomaterial changed by crushing dewatered sludge with air 査読有り

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

The 16th International Conference on Soil Mechanics and Geotechnical Engineering 4 巻頁： 2307-2310 2005年9月

Large compression of soil due to decay of structure during drained repeated shearing 査読有り

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

The 16th International Conference on Soil Mechanics and Geotechnical Engineering 2 巻頁： 929-932 2005年9月

高位構造を有する自然堆積粘土が示す塑性圧縮を伴う軟化挙動査読有り

中井健太郎，中野正樹

応用力学論文集 8 巻頁： 451-460 2005年8月

*Simulation of shear and one-dimensional compression behavior of naturally deposited clays by Super/subloading Yield Surface Cam-clay model 査読有り

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

Soils and Foundations 45 巻 ( 1 ) 頁： 141-151 2005年2月

担当区分：筆頭著者記述言語：英語掲載種別：研究論文（学術雑誌）

The Super/subloading yield surface model was proposed to explain the complicated mechanical behaviors in natural deposited clays. In this constitutive model, the concepts of “structure", overconsolidation and anisotropy and these evolution laws are introduced into the modified Cam-clay model.
In the present study, the undrained triaxial compression tests and the oedometer tests of three kinds of the natural deposited undisturbed clay were carried out, and then those behaviors were simulated using Super/subloading Yield Surface model. The new findings are as follows:
1)The overconsolidated clay in the undrained triaxial compression test displays the “rewinding", a softening behavior with decrease of p' after a hardening with decrease of p'. On the other hand, the normally consolidated clay displays a softening behavior with decrease of p' after a hardening with decrease of p'. 2)The clay is able to sustain greater vertical loads for the same void ratio as the reconstituted clay in the one-dimensional compression behavior .3)For three kinds of the undisturbed clay, the Super/subloading Yield Surface model can simulate the undrained triaxial compression behaviors ranging from in normally consolidated state to in overconsolidated state corresponding to various isotropic pressures using a single set of material constants. In addition, the model can simulate the one-dimensional compression behaviors using the same material constants as those used in the shear behavior.

Elasto-plactic Description of Undrained Shear Behavior of Sand Depending on Confining Stress 招待有り

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

International Symposium on Plasticity 2005 1 巻頁： 283-285 2005年1月

Progressive Consolidation Settlement of Naturally Deposited Clayey Soil under Embankment Loading 査読有り

45 巻 ( 5 ) 頁： 39-51 2005年

Description of “compaction" and “liquefaction" behavior of sand based on evolution of soil skeleton structure

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

Proc. 2nd International Workshop on New Frontiers in Computational Geotechnics (IWS-Fortaleza) 1 巻頁： 29-32 2005年

粘土化のしやすさの異なる第三紀泥岩粉砕砕石集合体の一次元圧縮挙動査読有り

中野正樹，中井健太郎

応用力学論文集 7 巻頁： 419-426 2004年8月

土の骨格構造の働きに着目した「擬似過圧密効果」の一考察査読有り

田代むつみ, 野田利弘,中野正樹

応用力学論文集 7 巻頁： 589-596 2004年8月

Mechanical differences between sand and clay under monotonic and cyclic loading

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

Proc. Int. Conference on Cyclic Behaviour of Soils and Liquefaction Phenomena (CBS04) 1 巻頁： 77-84 2004年

Mechanical behaviour of structured clay and simulation 査読有り

Shibuya, S. Li, D. Noda, T. and Nakano, M.

ASCE, First Japan-U.S. Workshop on Testing, Modeling and Simulation in Geomechanics 頁： 286-306 2004年

A description of mechanical behaviors of clay and san based on evolutions of soil structure and overconsolidation 査読有り

Nakano, M., Nakai, K. and Asaoka, A.

First Japan-U.S. Workshop on Testing, Modeling and Simulation in Geomechanics 1 巻頁： 136-153 2004年

Mechanical behaviors of clay and sand in terms of active soil skeleton structure

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

Proc. Int. Conference on Computational & Experimental Engineering and Sciences (ICCES'04) 1 巻 2004年

Elasto-plastic description of shear behavior after compaction of loose sand

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

Proc. 1st International Workshop on New Frontiers in Computational Geomechanics (IWS-CALGARY 2002) 1 巻頁： 27-32 2003年

初期構造が第三紀泥岩の粘土化に及ぼす影響査読有り

中野正樹，中井健太郎

応用力学論文集 6 巻頁： 419-426 2003年

Compaction behavior of sand with degradation of structure and overconsolidation

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

Proc. of Sino-Japanese Symposium on Geotechnical Engineering 1 巻頁： 455-462 2003年

Delayed compression associated with low land subsidence due to dewatering

Kaneda, K., Noda, T., Nakano, M., Asaoka A. and Yamada, S.

Proc. of Sino-Japanese Symposium on Geotechnical Engineering 1 巻頁： 25-32 2003年

Delayed settlement behavior of naturally deposited clayey soil due to the decay of soil structure

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

Proc. Int. Workshop on Prediction and Simulation Methods in Geomechanics (IWS-Athens 2003) 1 巻頁： 173-176 2003年

Elasto-plastic Simulation of Compaction Behavior of Loose Sand due to the Decay of Soil Structure

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

Proc. of 12th Asian Regional Conf. on Soil Mechanics and Geotechnical Engineering 1 巻頁： 505-508 2003年

Effects of sampling on delayed compression of naturally deposited clay

Noda, T., Nakano, M., Kaneda, K., Asaoka, A. and Yamada S.

Proc. of 1st International Workshop on New Frontiers in Computational Geomechanics (IWS-CALGARY 2002) 1 巻頁： 83-90 2003年

Elasto-plastic Simulation of Compaction Behavior of Loose Sand due to the Decay of Soil Structure 査読有り

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

Proc. of 12th Asian Regional Conf. on Soil Mechanics and Geotechnical Engineering 1 巻頁： 505-508 2003年

An elasto-plastic description of two distinct volume change mechanisms of soils 査読有り

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

Soils and Foundations 42 巻 ( 5 ) 頁： 47-57 2002年

A review of Japanese standards for laboratory shear tests

Kuwano, J, Katagiri, M., Kita, K., Nakano, M. and Kuwano, R.

Advanced Laboratory Stress-Strain Testing of Geomaterials (Tatsuoka et al. eds.) 1 巻頁： 53-64 2001年

砂杭造成によるゆるい砂質地盤の締固め効果に関する水～土連成解析査読有り

野田利弘，中野正樹，水野和憲，竹内秀克

地盤工学論文報告集 41 巻 ( 4 ) 頁： 113-123 2001年

泥岩粒の粘土化が原因となる飽和した泥岩砕石集合体の時間依存的力学挙動査読有り

中野正樹，野田利弘，高木健次，浅岡顕

地盤工学論文報告集 41 巻 ( 2 ) 頁： 143-151 2001年

The loss of structure and the decay of overconsolidation

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

Proc. 15th Int. Conf. on Soil Mechanics and Geotechnical Engineering 1 巻頁： 19-22 2001年

Decay of structure and loss of overconsolidation

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

Proc. Int. Workshop on Deformation of Earth Materials, TC34 of ISSFMGE, 1 巻頁： 109-118 2001年

An elasto-plastic description of the difference between sand and clay 査読有り

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

Proc. 10th Int. Conf. IACMAG (Int. Association for Computer Methods and Advances in Geomechanics) 1 巻頁： 263-270 2001年

An elasto-plastic description of the difference between sand and clay

Asaoka,A., Nakano, M. and Noda

Proc. 10th Int. Conf. IACMAG (Int. Association for Computer Methods and Advances in Geomechanics) 1 巻頁： 263-270 2001年

*Superloading yield surface concept for highly structured soil behavior 査読有り

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

Soils and Foundations 40 巻 ( 2 ) 頁： 99-110 2000年

砂の過圧密比と粘土の過圧密比査読有り

中野正樹，野田利弘，金田一広，浅岡顕

過圧密土および過圧密地盤の力学に関するシンポジウム 1 巻頁： 129-136. 2000年

「構造」を持った過圧密土の弾塑性挙動査読有り

浅岡顕，中野正樹，野田利弘

応用力学論文集 3 巻頁： 335-342 2000年

Delayed compression/consolidation of naturally clay due to degradation of soil structure 査読有り

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

Soils and Foundations 40 巻 ( 3 ) 頁： 75-85 2000年

Analytical behavior of natural soils 招待有り

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

Jubilee Cong. in University of Peradeniya 頁： 1-10 2000年

Delayed deformation and progressive failure of slopes by soil-water coupled analysis

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

Proc. Int. Conf. on Geotechnical and Geological Engineering (GeoEng2000) 1 巻頁： 27-35 2000年

"Sensitivity Ratio" and "Sampling Disturbance" of natural soils in terms of degradation of soil structure

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

Proc. Int. Sym. on Coastal Geotechnical Engineering in Practice (IS-YOKOHAMA 2000) 1 巻頁： 113-118 2000年

An elasto-plastic modeling for structured and overconsolidated soils 査読有り

頁： 187-192 1999年

Delayed compression of diluvial clay deposit and its elasto-plastic analysis

Proc. of 11th Asian Regional Conf. on Soil Mechanics and Geotechnical Engineering 1 巻頁： 3-6 1999年

Progressive Failure of Heavily Overconsolidated Clays

Soild and Foundations 39 巻 ( 2 ) 頁： 105-117 1999年

Superloading yield surface concept for the saturated structured soils 招待有り査読有り

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

Proc. of the 4th European conferecne on numerical methods in geotechnical engineering(NUMGE98) 1 巻頁： 233-242 1998年

Delayed Compression and Progressive Failure of the Assembly of Crushed Mudstones due to Slaking 査読有り

Nakano, M., Asaoka, A. and Dan Constantinescu, T.

Soils and Foundations 38 巻 ( 4 ) 頁： 183-194 1998年

Undrained creep rupture of normally consolidated clay due to bifurcation mode switching during pore water migration

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

Proc. of the 4th European conference on numerical methods in geotechnical engineering(NUMGE98) 1 巻頁： 243-252 1998年

Progressive failure of crushed mudstones when submerged in water 査読有り

Nakano, M., Asaoka, A. and Dan Constantinescu, T.

International Symposium on Problemtic aoils(IS-TOHOKU'98) 1 巻頁： 637-640 1998年

Undrained creep rupture of normally consolidated clay triggered by the mode switching during pore water migration 査読有り

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

Proc. IS-NAGOYA 97, International symposium on "Deformation and progressive Failure in geomechanics" 頁： 21-26 1997年

Soil-Water Coupled Behaviour of Overconsolidated Clay near/at Critical State 査読有り

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

Soils and Foundations 37 巻 ( 1 ) 頁： 13-28 1997年

Progressive failure of heavily overconsolidated clay under constant load application, an experiment and its simulation 査読有り

Asaoka, A., Nakano, M., Noda, T., Takaine, T. and Kaneda, K

Proc. IS-NAGOYA 97, International symposium on "Deformation and progressive failure in geomechanics" 頁： 69-74 1997年

Stability Analysis of an Embankment made of Crushed Mudstones 査読有り

Asaoka, A., Nakano, M., and Dan Constantinescu T.

Proc. of the 3 rd Kansai International Geotechnical Forum on Comparative Symposium on Numerical Geotechnical Engineering(KIG-Forum'97) 1 巻頁： 333-338 1997年

Stability of crushed mudstone embankments with the occurrence of slaking 査読有り

Nakano, M., Dan Constantinescu, T. and Asaoka, A.

Proc. 6th of International Symposium on Numerical Models in Geomechanics(NUMOG VI) 頁： 595-600 1997年

Slaking behavior of saturated mudstones 査読有り

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

Proc. 14th International Conf. on Soil Mechanics and Foundation Enginering 頁： 25-28 1997年

The progressive failure of crushed tertiary mudstone due to slaking 査読有り

Asaoka, A., Nakano, M., Noda, T., Kodaka, T. and Dan Constantinescu, T.

Proc. IS-NAGOYA 97, International symposium on "Deformation and progressive failure in geomechanics" 頁： 193-198 1997年

Effectiveness of sand drains on soft ground improvement 査読有り

Asaoka, A., Nakano, M., Fernando, G.S.K. and Matsuo, M.

Proc. of 10th Danubean European Conference on Soil Mechanics and Fooundation engineering 頁： 239-246 1995年

Annealable Behaviour of Saturated Clay,An experiment and simulation 査読有り

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

Soils and Foundations 35 巻 ( 4 ) 頁： 9-20 1995年

Mass Permeability Concept in The Analysis of Treated Ground with Sand Drains 査読有り

Asaoka, A., Nakano, M., Fernando G.S.K. and Nozu, M.

Soils and Foundations 35 巻 ( 3 ) 頁： 43-54 1995年

Soil-Water Coupled Behaviour of Saturated Clay near/at Critical State 査読有り

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

Soils and Foundations 34 巻 ( 1 ) 頁： 91-105 1994年

Echelon modes in uniform materials 査読有り

Ikeda, K., Murota, K. and Nakano, M.

International Journal of Solids and Structures 31 巻 ( 19 ) 頁： 2709-2733 1994年

非排水3軸せん断時の粘土供試体の側面・断面の変形の観察と初期不整の影響() 査読有り

地盤の破壊とひずみの局所化に関するシスポジウム論文集頁： 65-72 1994年

Imperfection sensitivity on the Post-Peak Behaviour of Cam Clay 査読有り

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

Int. Conf. on Computation Methods in Structural and Geotechnical Engineering 3 巻頁： 824-829 1994年

観測的方法による透水係数の推定を組込んだプレロードエの予測計算の一試案査読有り

浅岡顕，中野正樹，松尾稔

土木学会論文集 469 巻 ( III-23 ) 頁： 45-54 1993年

Prediction of the Partially Drained Behavior of Soft clays under Embankment Loading 査読有り

Asaoka, A., Nakano, M. and Matsuo, M.

Soils and Foundations 32 巻 ( 1 ) 頁： 41-58 1992年

Partial drain behaviour of soft clays and its application 査読有り

Asaoka, A. and Nakano, M.

Proe. of the 7th International Conferene on Computer Methods and Advances in Geomechanics 1 巻頁： 549-554 1991年

プレローディング工法におけるモニタードディシジョン() 査読有り

第2回構造物の安全性信頼性に関する国内シンポジウム論文集頁： 631-634 1991年

Monitored decision making applied to the control of preloading on soft clays 査読有り

Matsuo, M., Asaoka, A. and Nakano, M.

Proc. of ICASP6 1 巻頁： 800-807 1991年

粘土地盤の圧密変形を支持力に及ぼす透水係数の影響() 査読有り

第34回土質工学シンポジウム論文集頁： 83-90 1989年

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