スポンサーリンク
Department Of Civil Engineering Gifu University | 論文
- Thermodynamic Theory of Inelastic Materials and Its Application to Stress Wave Propagation in Cohesive Soil : 粘性土中の応力波伝播
- RELATIONSHIPS OF PLUNGING JET SIZE TO KINEMATICS OF BREAKING WAVES WITH SPRAY AND ENTRAINED AIR BUBBLES
- A METHOD OF ANALYSIS OF EARTHQUAKE-INDUCED LIQUEFACTION OF HORIZONTALLY LAYERED SAND DEPOSITS
- NUMERICAL SIMULATION OF PROGRESSIVE FAILURE IN CUT SLOPE OF SOFT ROCK USING A SOIL-WATER COUPLED FINITE ELEMENT ANALYSIS
- AN ELASTOPLASTIC STRAIN-HARDENING AND STRAIN-SOFTENING CONSTITUTIVE MODEL FOR SOFT ROCK CONSIDERING THE INFLUENCE OF INTERMEDIATE STRESS
- An Elasto-Viscoplastic Model for Clay Considering Destructuralization and Consolidation Analysis of Unstable Behavior (IWS-ATHENS 2003「地盤力学における予測とシュミレーション手法」特集号)
- 弾塑性構成式を用いた浸透破壊解析法とその応用
- A CONSTITUTIVE MODEL FOR NATURAL SOFT CLAY WITH STRAIN SOFTENING
- 2相混合体理論からみた有効応力の定義について
- 二相混合体の構成理論と粘性土中の応力汲伝播への適用〔英文〕
- 粘性土中の応力波伝播〔英文〕
- 生活の場として活用している文化遺産の保全と今後の地域開発のあり方(世界遺産白川郷の未来地下空間の地盤工学的可能性について)
- Numerical Analyses on Progressive Failure of Slope due to Heavy Rain with 2D and 3D FEM (IWS-ATHENS 2003「地盤力学における予測とシュミレーション手法」特集号)
- ひずみ軟化を考慮した自然粘土の構成モデル(『土質工学会論文報告集』Vol. 29,No.3 (1989年9月発行)掲載論文の概要)
- A CONSTITUTIVE MODEL FOR NATURAL SOFT CLAY WITH STRAIN SOFTENING
- FOREWORD
- Large Deformation Analysis in Geomechanics Using CIP Method(CIP)
- GROUND BEHAVIOR DUE TO TUNNEL EXCAVATION WITH EXISTING FOUNDATION
- Stress Wave Propagation in the Ground Containing a Spherical Cavity : Solid-Mechanisc, Strength of Materials
- EXPLANATION OF CYCLIC MOBILITY OF SOILS : APPROACH BY STRESS-INDUCED ANISOTROPY