PORE-PRESSURE RISE MECHANISM AND SOIL LIQUEFACTION

スポンサーリンク

概要

• 論文の詳細を見る

• Based on undrained cyclic shear experiments conducted on a saturated Ottawa sand in the Torsional Simple Shear Device, the writers propose Eqs. (8) and (10), which respectively pre dict pore-pressure rise in the above soil under uniform and non-uniform dynamic shear stresses. These equations take into consideration the stress loading history, number of stress cycles and stress intensity function. There is excellent agreement between the experimental pore-pressure values and the analytical predictions as shownin Fig. 7 (for uniform) and in Figs. 10,11,12,13 and 14 (for non-uniform) dynamic loadings.

• 社団法人地盤工学会の論文
• 1977-06-15

著者

• SHERIF M.

  Department of Applied Chemistry, Tokyo Metropolitan University

• Sherif M.

  Department Of Civil Engineering University Of Washington

• ISHIBASHI I.

  Department of Civil Engineering, University of Washington

• TSUCHIYA C.

  Department of Civil Engineering, University of Washington

• Sherif M.

  Department Of Applied Chemistry Tokyo Metropolitan University

• Sherif M.A.

  Department of Civil Engineering, University of Washington

関連論文

• Structure of Nascent Microbial Celluose VI. Influence of Positions of Sulfonate Groups in Fluorescent Brightener on Crystal Structure of Microbial Cellulose
• PORE-PRESSURE RISE MECHANISM AND SOIL LIQUEFACTION

スポンサーリンク