2相混合体理論からみた有効応力の定義について
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関連論文
- APPLICATION OF LAVAL TYPE LARGE DIAMETER SAMPLER TO SOFT CLAY IN JAPAN
- STRESS-STRAIN BEHAVIOR AND YIELDING CHARACTERISTICS OF EASTERN OSAKA CLAY
- ANISOTROPIC BEHAVIOR OF SOFT SEDIMENTARY ROCK AND A CONSTITUTIVE MODEL
- 扇状砂地盤の液状化解析
- Constitutive Theory for Soild-Fluid Mixture and Its Application to Stress Wave Propagation through Cohesive Soil(二相混合体の構成理論と粘性土中の応力波伝播への適用)
- 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
- 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〕
- 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
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