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概要

• 論文の詳細を見る

著者

• HYODO Masayuki

  Department of Civil Engineering

• Itota Chizu

  Department Of Earth Sciences Nihon University Setagaya

関連論文

• Extended critical state model for cohesive clay with initial induced anisotropy
• Cyclic shear behaviour of clay subjected to initial shear stress
• Deformation characteristics of sand subjected to drained cyclic loading
• Prediction of stress-strain behaviour of undisturbed ”masado”
• Behaviour of soft clay deposit subjected to long-term cyclic shear stresses
• Undrained Cyclic Shear Behaviour of Overconsolidated Clay Subjected to Initial Static Shear Stress
• Dynamic Effective Stress Analysis of Staturated Sand Deposits by an Approximate Method
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