2015年

学術論文

Soils and Foundations

  1. Soil-water-air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model, Vol.55, No.1, pp.45-62, 2015.
  2. Simulation of large-scale deformation of ultra-soft peaty ground under test embankment loading and investigation of countermeasures effective against residual settlement and failure, Vol.55, No.2, pp.343-358, 2015.
  3. Simulation and evaluation of improvement effects by vertical drains/ vacuum consolidation on peat ground under embankment loading based on a macro-element method with water absorption and discharge functions, Vol. 55, No. 5, pp. 1044-1057.
  4. Interpretation of the mechanical behavior of embankments having various compaction properties based on the soil skeleton structure, Vol. 55, No. 5, pp. 1069-1085.
  5. Macro-element method with water absorption and discharge functions for vertical drains, Soils and Foundations, Vol. 55, No. 5, pp. 1113-1128.
  6. Study on the pore water pressure dissipation method as a liquefaction countermeasure using soil-water coupled finite deformation analysis equipped with a macro-element method,  Vol. 55, No. 5, pp. 1129-1138.
  7. Effects of air coupling on triaxial shearing behavior of unsaturated silty specimens under constant confining pressure and various drained and exhausted conditions,  Vol. 55, No. 6, pp. 1372-1387.

Japanese Geotechnical Society Special Publication

  1. Interpretation of slaking of a mudstone embankment using soil skeleton structure model concept and reproduction of embankment failure by seismic analysis, Vol. 2, No. 5, pp. 282-287.
  2. Proposal of a new double hardening elasto-plastic constitutive model of soil skeleton based on integration of associated and non-associated flow rules, Vol. 2, No. 10, pp. 430-434.
  3. Air-coupled effects on triaxial behavior of silty specimens under a constant confining pressure and various exhausted conditions,  Vol. 2, No. 10, pp. 435-439.
  4. Soil-water-air coupled seismic behavior accompanying internal water level variation of an unsaturated embankment with an enclosed saturation area on cohesive soil ground,  Vol. 2, No. 18, pp. 670-675.
  5. Liquefaction damage enhanced by interference between the body wave and surface wave induced from the inclined bedrock,  Vol. 2, No. 19, pp. 723-728.
  6. Riedel shear band formation with flower structures that develop at the surface ground on a strike slip fault,  Vol. 2, No. 20, pp. 751-754.
  7. Seismic assessment of Nagoya Port Island against Nankai Trough earthquake, Vol. 2, No. 20, pp. 772-777.
  8. New application of mesh-free particle method to geotechnical engineering,  Vol. 2, No. 27, pp. 1008-1011.
  9. Geotechnical utilisation of soil generated from earthquake waste-derived wood chips, Vol. 2, No. 54, pp. 1880-1883.
  10. Numerical simulation of pore water pressure dissipation method based on a soil-water coupled analysis enhanced by macro element method, Vol. 2, No. 58, pp. 1996-2001.
  11. Evaluation of the improvement effects by vertical drains/vacuum consolidation on peaty ground under embankment loading,  Vol. 2, No. 72, pp. 2478-2483.

土木学会論文集 A2(応用力学)

  1. 横ずれ断層に伴う表層地盤のリーデルせん断帯の形成に及ぼす材料的初期不整の影響, 土木学会論文集 A2(応用力学), Vol. 71, No. 2 (応用力学論文集 Vol. 18), I_463-I_474.
  2. 空気～水～土骨格連成有限変形解析による大規模河川堤防の浸透・地震時挙動の評価, 土木学会論文集 A2(応用力学), Vol. 71, No. 2 (応用力学論文集 Vol. 18), I_621-I_632.

国際会議

The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 15ARC (FUkuoka, Japan, November 2015)

  1. Riedel shear band formation with flower structures that develops at the surface ground on a strike slip fault.
  2. Interpretation of slaking of mudstone embankment based on soil skeleton structure and reproduction of the failure by seismic analysis.
  3. Soil-water-air coupled seismic behavior accompanying internal water level variation of an unsaturated embankment with an enclosed saturated area on cohesive soil ground.
  4. Proposal of a new double hardening elasto-plastic constitutive model of soil skeleton based on integration of associated and non-associated flow rules.
  5. Liquefaction damage enhanced by interference between body wave and induced surface wave on inclined bedrock.
  6. Evaluation of the improvement effects by vertical drains/vacuum consolidation on peaty ground under embankment loading.
  7. New phase of particle method for geotechnical engineering.
  8. Numerical simulation of pore water pressure dissipation method based on a soil-water coupled analysis enhanced by macro element method.
  9. Seismic assessment of Nagoya Port Island against Nankai Trough earthquake.
  10. Air coupled effects on triaxial behavior of silty specimens under a constant confining pressure and various exhausted conditions.
  11. Geotechnical utilization of disaster waste soils.

口頭発表

第50回地盤工学研究発表会

  1. セメント改良土の力学挙動の再現に向けたSYS Cam-clay modelの拡張, 第50回地盤工学研究発表会, pp.673-674, 2015.
  2. 拡張したSYS Cam-clay modelによるセメント改良土の力学挙動の再現, 第50回地盤工学研究発表会, pp.675-676, 2015.
  3. 軟弱地盤上の高速道路用盛土の長期圧密沈下予測に対する事後評価, 第50回地盤工学研究発表会, pp.783-784, 2015.
  4. ドレーンの集排水機能を具備したマクロエレメント法に基づく板状ドレーンのモデル化に関する一考察, 第50回地盤工学研究発表会, pp.883-884, 2015.
  5. 空気〜水〜土骨格連成有限変形解析に基づく河川堤防基礎地盤の透水性がパイピング破壊に及ぼす影響評価, 第50回地盤工学研究発表会, pp.1037-1038, 2015.
  6. 空気〜水〜土骨格連成有限変形解析に基づく南海トラフ地震に対する大規模河川堤防の挙動に及ぼす河川水位の影響評価, 第50回地盤工学研究発表会, pp.1039-1040, 2015.
  7. 地下水位が異なる粘性土地盤上の不飽和盛土の静的／動的空気〜水〜土骨格連成解析, 第50回地盤工学研究発表会, pp.1071-1072, 2015.
  8. スレーキング特性の異なる3種類の泥岩砕石集合体の力学挙動に関する骨格構造概念による解釈, 第50回地盤工学研究発表会, pp.1123-1124, 2015.
  9. 数値解析によるジオテキスタイルを用いた補強盛土工法の耐震メカニズムの把握, 第50回地盤工学研究発表会, pp.1151-1152, 2015.
  10. 土構造物−地盤系の刺激係数を用いた固有振動モードの揺れやすさの評価, 第50回地盤工学研究発表会, pp.1221-1222, 2015.
  11. 地盤−煙突構造物相互作用系の耐震性評価, 第50回地盤工学研究発表会, pp.1759-1760, 2015.
  12. 上部地盤の弾塑性応答解析に基づいた（地中）観測地震波からの入力地震動の推定　−3.11品川、浦安の事例から−, 第50回地盤工学研究発表会, pp.1899-1900, 2015.
  13. 過剰間隙水圧消散工法を用いた護岸構造物を有する人工埋立地盤の液状化対策効果の数値解析的検討, 第50回地盤工学研究発表会, pp.1903-1904, 2015.
  14. 非常に大きな地震動に対してSCP改良地盤に期待できる耐震効果について, 第50回地盤工学研究発表会, pp.1941-1942, 2015.
  15. 地盤の逆断層型破壊に伴う地震動的不規則波生成の有限変形シミュレーション, 第50回地盤工学研究発表会, pp.2011-2012, 2015.
  16. 横ずれ断層に伴う地表面のリーデルせん断帯の発生に及ぼす材料的初期不整の影響, 第50回地盤工学研究発表会, pp.2013-2014, 2015.
  17. 粒子法による火山砕屑物堆積斜面の崩壊予測の試み, 第50回地盤工学研究発表会, pp.2063-2064, 2015.

土木学会第70回年次学術講演会

  1. 軟弱粘性土地盤上の河川堤防築堤に伴う閉封飽和域の形成とその地震応答解析，土木学会第70回年次学術講演会，pp.677-678, 2015.
  2. 地震時の鋼矢板と蛇篭による防波堤補強効果に及ぼす矢板長の影響，土木学会第70回年次学術講演会，pp.679-680, 2015.
  3. 局所刺激係数による土構造物－地盤系の各固有振動モードの揺れやすさの評価，土木学会第70回年次学術講演会，pp.683-684, 2015.

第27回中部地盤工学シンポジウム

  1. 人工埋立地盤に対する間隙水圧消散工法の液状化対策効果に関する数値解析的検討，第27回中部地盤工学シンポジウム, pp.76-83, 2015.
  2. 空気～水～土骨格連成解析を用いた濃尾平野にある軟弱粘土地盤上の河川堤防の耐震性照査，第27回中部地盤工学シンポジウム, pp.84-91, 2015.
  3. スレーキング特性の異なる3種類の泥岩砕石集合体の力学特性に及ぼす乾湿経験回数の影響，第27回地盤工学中部シンポジウム論文集，Ⅱ-1, 2015.