PROPORTIONAL LOADING BEHAVIOUR OF SAND UNDER MULTIAXIAL STRESSES

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概要

• 論文の詳細を見る

• A study of sand deformation under proportional loading under generalized stress conditions is presented. The loading includes a variety of stress paths in which the principal axes of stresses have a constant inclination to the axes of the vertically water deposited specimens. This was intended to capture the effects of inherent anisotropy in sand during proportional loading. It is shown that under such loading conditions increments of volumetric and maximum shear strains depend both on the initial stress and density state as well as on the inclination of principal stresses to the material axes.

• 社団法人地盤工学会の論文
• 1995-09-15

著者

• Vaid Y

  Univ. British Columbia British Columbia Can

• Vaid Y.p.

  University Of British Columbia

• SAYAO A.

  Catholic University of Rio de Janeiro

• Sayao A

  Catholic University Of Rio De Janeiro

関連論文

• EFFECT OF STATIC SHEAR ON RESISTANCE TO LIQUEFACTION
• UNDRAINED SHEAR BEHAVIOR OF CLAYS UNDERGOING LONG-TERM ANISOTROPIC CONSOLIDATION
• PROPORTIONAL LOADING BEHAVIOUR OF SAND UNDER MULTIAXIAL STRESSES

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