UNDRAINED TRIAXIAL AND PLANE STRAIN BEHAVIOUR OF SATURATED REMOLDED CLAY

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概要

• 論文の詳細を見る

• Undrained axi-symmetrical triaxial and plane strain behaviour of a saturated remolded clay was investigated by K_0 consolidated compression and extension tests. Experimental results indicate that not only undrained shear strength but also effective angle of shearing resistance were greatly influenced by the stress system as well as the deformation condition during shear. Shear induced pore pressure versus octahedral shear stress increment relationships in plane strain compression and extension tests were substantially identical with those in axi-symmetrical compression and extension tests, respectively. A tentative method for evaluating the magnitude of intermediate principal stress during shear was proposed and comparison between predicted and observed stress-strain behaviour under plane strain condition was also presented.

• 社団法人地盤工学会の論文
• 1980-03-15

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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