PSEUDO-STATIC THRUST ON CANTILEVER WALLS

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概要

• 論文の詳細を見る

• This technical note extends the application field of the method proposed by the author (Greco, 1999) to walls subject to seismic conditions analyzed by the pseudo-static method of Mononobe and Okabe. The active thrust is calculated maximizing its horizontal component (or minimizing its vertical one) with respect to the inclination angles of the planes bounding the thrust wedge. This also corresponds to minimizing the safety factor against sliding along the base. Cantilever walls with both elongated and short heels are studied in this note.

• 社団法人地盤工学会の論文
• 2001-06-15

著者

• Greco V

  University Of Calabria

• Greco Venanzio

  Dept. Difesa Del Suolo University Of Calabria 87030 Roges (cs) Italy.

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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