PREDICTION OF UNDRAINED STRENGTH OF OVERCONSOLIDATED CLAYS

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概要

• 論文の詳細を見る
• 社団法人地盤工学会の論文
• 1983-03-15

著者

• 三田地 利之

  Department of Civil Engineering, Hokkaido University

• 北郷 繁

  Department of Civil Engineering, Hokkaido University

関連論文

• UNDRAINED TRIAXIAL AND PLANE STRAIN BEHAVIOUR OF SATURATED REMOLDED CLAY
• PREDICTION OF UNDRAINED STRENGTH OF OVERCONSOLIDATED CLAYS
• UNDRAINED TRIAXIAL AND PLANE STRAIN BEHAVIOUR OF SATURATED REMOLDED CLAY
• THE INFLUENCE OF STRESS HISTORY AND STRESS SYSTEM ON THE STRESS-STRAIN-STRENGTH PROPERTIES OF SATURATED CLAY
• CHANGE IN UNDRAINED SHEAR STRENGTH CHARACTERISTICS OF SATURATED REMOLDED CLAY DUE TO SWELLING
• UNDRAINED SHEAR BEHAVIOR OF CLAYS UNDERGOING LONG-TERM ANISOTROPIC CONSOLIDATION
• UNDRAINED SHEAR BEHAVIOR OF CLAYS UNDERGOING LONG-TERM ANISOTROPIC CONSOLIDATION
• SMALL STRAIN SHEAR MODULUS OF CLAY SEDIMENTATION IN A STATE OF NORMAL CONSOLIDATION
• STRESS RELAXATION CHARACTERISTICS OF SATURATED CLAYS

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