EFFECT OF STATIC SHEAR ON RESISTANCE TO LIQUEFACTION

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概要

• 論文の詳細を見る

• The influence of static shear on undrained cyclic loading behaviour of Ottawa sand has been studied using triaxial samples anisotropically consolidated to various stress ratios. It is shown that the presence of static shear does not always lead to increased resistance to liquefaction or cyclic strain development. The resistance to liquefaction can increase or decrease with increasing static shear depending on the relative density, magnitude of the static shear and the specified level of strain development. It is alos shown that flow deformation occurs during cyclic loading of loose sand much in the same manner as observed by Castro in monotonic tests, and is responsible for sudden strain development during cyclic loading.

• 社団法人地盤工学会の論文
• 1983-03-15

著者

• Vaid Y.p.

  Department Of Civil Engineering University Of Britich Columbia

• CHERN J.C.

  Department of Civil Engineering, University of British Columbia

• Chern J.c.

  Department Of Civil Engineering University Of British Columbia

関連論文

• EFFECT OF STATIC SHEAR ON RESISTANCE TO LIQUEFACTION
• EFFECT OF STATIC SHEAR ON RESISTANCE TO LIQUEFACTION
• SAND SAMPLE PREPARATION-THE SLURRY DEPOSITION METHOD
• STRESS DILATANCY OF SAND AT SMALL STRESS RATIO STATES

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