抗土圧構造物の設計理論と実際 : 擁壁の変形と土圧・破壊メカニズムに関する一考察(<小特集>施工過程を考慮した地盤の変形・破壊の予測)

概要

論文の詳細を見る
The active earth pressure of a retaining wall that is used as a typical anti-earth-pressure is largely dependent on the defotmation pattern of the wall, the deformation quantity and the friction between the wall and the ground. As to a reinforce-soil-retaining wall, the mechanism of the enhancement may totally be different according to the fixed condition and the distribution of the reinforcement even if the soil and the reinforcement are used. It is also found that it is possible to predict the mechanism of the enchancement effect of a reinforced-soil-retaining wall by using a suitable numercal analysis based on a suitable constitutive model of soils and taking into consideration the constructing process of the walls.
社団法人地盤工学会の論文
2002-08-01