PSEUDO-STATIC ANALYSIS FOR EARTH THRUST COMPUTATIONS

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概要

• 論文の詳細を見る

• The active thrust on retaining walls in seismic conditions can be evaluated using the method of Mononobe and Okabe. In this approach, Arango proposed considering a modified thrust wedge, in order to use the analytical solution obtained by Mueller-Breslau. The same result can be achieved, in a more general and simple form, by modifying the shear strength angle of the soil, the friction angle between soil and wall and the soil unit weight.

• 社団法人地盤工学会の論文
• 2003-04-15

著者

• Greco V

  University Of Calabria

• GRECO VENANZIO

  University of Calabria

関連論文

• PSEUDO-STATIC ANALYSIS FOR EARTH THRUST COMPUTATIONS
• ACTIVE EARTH THRUST ON CANTILEVER WALLS IN GENERAL CONDITIONS
• PSEUDO-STATIC THRUST ON CANTILEVER WALLS

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