정점을 중심으로 회전하는 강성옹벽에 작용하는 주동토압

초록

For a rigid retaining wall with rough face, the practical shape of failure surface and arching effect in the backfill must be considered to acquire accurate magnitude and non-linear distribution of active earth pressure acting on the rigid retaining wall. In this study a new formulation for calculating the active earth pressure on a rough rigid retaining wall rotating about the top is proposed considering the practical shape of non-linear failure surface and arching effects. Accuracy of the proposed equation is checked through comparison of calculations from the proposed equations with existing model test results. The comparison show that the proposed equations produce satisfactory results.