nkysdb: 共著者関連データベース
野田 利弘 様の 共著関連データベース
+(A list of literatures under single or joint authorship with "野田 利弘")
共著回数と共著者名 (a list of the joint author(s))
27: 野田 利弘
21: 浅岡 顕
11: 山田 正太郎
3: 田代 むつみ
1: CONSTANTINESCU D.T., 吉川 高広, 小高 猛司, 尾崎 奨, 山田 英司, 崔 瑛, 川合 裕太, 木下 茂樹, 李 圭太, 村瀬 恒太郎, 浅岡 顯, 浅田 顕, 福井 孝夫, 稲垣 太浩, 豊田 智大, 金田 一広
発行年とタイトル (Title and year of the issue(s))
1997: スレーキングを伴う密詰め常滑泥岩岩砕の進行性破壊
Progressive failure of dense crushed Tokoname mudstones with slaking
1997: スレーキングを伴う常滑泥岩岩砕の水浸1次元圧縮挙動
One dimensional compression behavior of water saturated crushed Tokoname mudstone with slaking
1999: Progressive Failure of Heavily Overconsolidated Clays
1999: 砕石泥岩集合体の粒度の違いが圧縮強度特性に及ぼす影響
Influence of the pebble size on compression and strength of crushed mudstone
1999: 飽和土の遅れ破壊現象の水〜土連成解析
Delayed Failure of Saturated Soils by Soil water Coupled Analysis
2005: Elasto Plastic Behavior of Naturally Deposited Clay during/after Sampling
2005: Progressive Consolidation Settlement of Naturally Deposited Clayey Soil under Embankment Loading
2005: Simulation of Shear and One dimensional Compression Behavior of naturally deposited Clays by Super/Subloading Yield Surface Cam Clay Model
2005: 沈下低減と荷重分担に着目したパイルドラフト敷設地盤の変形解析
Deformation Analyses of Piled Raft Foundation in Terms of Settlement Reduction and Load Sharing Ratio
2011: いわゆる｢トランポリン効果｣の計算地盤力学による再現の試み(SSS023 16)
An attempt to replicate the so called trampoline effect in computational geomechanics(SSS023 16)
2011: 細粒分を多く含む砂質系表層土の液状化に及ぼす深部地層構成の影響(B21 07)
The effect of statum organization on the occurrence of liquefaction in silty sand (B21 07)
2012: 表層地盤液状化被害の非一様性に及ぼす深部傾斜地層の影響(SSS37 06)
Non uniformity of Surface Layer Liquefaction Damage Caused by Layered System Organization and Dip of Deeper Layer(SSS37 06)
2013: 地表面載荷による地盤の破壊現象と破壊に伴う震動の発生に関する数値解析(SSS28 18)
Numerical analysis of failure of soil ground due to surface loading and generation of vibration induced by the failure (SSS28 18)
2013: 東日本大震災で発生した広範な液状化被害に及ぼす本震－余震時間間隔の影響(SSS33 P24)
Main shock aftershock interval effect on the liquefaction damage in Tohoku Region Pacific Coast Earthquake (SSS33 P24)
2014: 傾斜基盤の基端部から発生する表面波による液状化被害の拡大(SSS23 19)
Liquefaction damage expansion caused by the generation of surface waves from base end section (SSS23 19)
2014: 南海トラフ巨大地震に対する濃尾平野の地盤工学的課題と研究事例紹介
Geotechnical Problems of Nobi Plain against Nankai Trough Mega Earthquake anad Related Research Examples
2014: 横ずれ断層に伴う上部地盤のせん断帯発生の数値シミュレーション(SSS31 08)
Numerical simulation of shear bands formation in ground due to strike slip fault (SSS31 08)
2015: 地盤解析コードGEOASIAを用いた地盤・土構造物の地震応答解析
Seismic Response Analysis of Ground/Geo structures using Geo Analysis Integration Code
2015: 実河川堤防へのレベル2地震応答解析の適用
Application of seismic response analysis under level 2 earthquake for an existing river embankment
2015: 弾塑性有限変形解析による断層的破壊に伴う不規則波生成シミュレーション(SSS25 21)
Simulation of irregular wave generation due to fault formation by an elasto plastic finite deformation analysis (SSS25 21)
2015: 慣性力を考慮した弾塑性有限変形解析による正断層・逆断層的破壊とそれに伴う波動生成シミュレーション
Numerical Simulation on Formation of Normal and Reverse Faults in a Ground and their Induced Irregular Waves by Elasto Plastic Finite Deformation Analysis Considering Inertial Force
2015: 横ずれ断層活動時におけるフラワー構造を伴うリーデルせん断帯発生の数値解析
Numerical Analysis on the Formation of the Riedel Shear Band with Flower Structures due to Strike Slip Fault
2016: 地層の不整形性を考慮した二次元弾塑性有効応力解析による表面波の再現と液状化被害に及ぼす影響(SSS25 22)
Numerical realization of surface waves and assessing their influence on liquefaction using 2D effective stress analysis (SSS25 22)
2016: 液状化砂地盤のスパイク状加速度応答の数値解析(S15 21)
Numerical simulation of spike shaped acceleration response in liquefied sandy ground (S15 21)
2016: 表層地盤の力学的非線形性および複雑な幾何形状を考慮した工学的基盤への入射波の推定法の提案(SSS25 21)
A Method of Estimating Incident Wave Considering Nonlinear Response of the Non uniform Surface Ground (SSS25 21)
2016: 表層地盤の多次元非線形性を考慮した基盤上昇波推定法(S15 20)
Estimation method of upward transmitting wave in base considering multidimensional nonlinearities of surface subsoil (S15 20)
2016: 軟弱地盤上盛土の長期圧密沈下予測に対する数値解析の適用と事後評価
Application of Numerical Analysis for Long term Settlement Prediction of an Embankment on Soft ground and Its Ex post Evaluation
