PORE PRESSURES IN SIMPLE SHEAR

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概要

• 論文の詳細を見る

• Measurements made of the changing stress state during a constant volume simple shear test on kaolin permit the implied pore pressure change to be divided into a component due to change in total mean stress and a component due to dilatancy of the soil.

• 社団法人地盤工学会の論文
• 1986-06-15

著者

• Wood D.m.

  Cambridge University Engineering Department

• AIREY D.W.

  Cambridge University Engineering Department

関連論文

• AN EXPERIMENTAL PROGRAMME TO DEFINE THE YIELD FUNCTION FOR SAND
• PORE PRESSURES IN SIMPLE SHEAR
• AN EXPERIMENTAL PROGRAMME TO DEFINE THE YIELD FUNCTION FOR SAND

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