DYNAMIC EARTH PRESSURES ON WALLS ROTATING ABOUT THE TOP

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概要

• 論文の詳細を見る

• In this paper the authors report on the dynamic active pressure distribution behind a rigid wall rotating about the top and arrive at the following conclusions. (1) The dynamic active pressure distribution behind the wall rotating about the top is non-linear and the magnitude of these pressures approaches zero at the base of the wall. Soil arching effects appear to increase the magnitude of the dynamic active pressures at the top one third portion of the wall. (2) The dynamic pressures at the top of the backfill are non-zero and the magnitude of these surface pressures increase with increasing acceleration levels. (3) The location of the point of application of the total dynamic active force is at 0.55 H from the base of the retaining wall, and is independent of the input acceleration levels. Based on their experimental findings using the University of Washington shaking table, the authors also propose a procedure for the design of such retaining structures in seismically active regions.

• 社団法人地盤工学会の論文
• 1984-12-15

著者

• Sherif M

  Civil Engineering And Adjunct Professor Of Quaternary Research University Of Washington

• Sherif Mehmet

  Civil Engineering And Adjunct Professor Of Quaternary Research University Of Washington

• FANG YUNG-SHOW

  Department of Civil Engineering, National Chiao Tung University

• Fang Y‐s

  National Chiao Tung Univ. Hsinchu Twn

関連論文

• THE EFFECTS OF SOIL PARAMETERS ON PORE-PRESSURE-RISE AND LIQUEFACTION PREDICTION
• PORE-PRESSURE PREDICTION DURING EARTHQUAKE LOADINGS
• DYNAMIC EARTH PRESSURES ON WALLS ROTATING ABOUT THE TOP

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