STATIC LATERAL RESISTANCE OF PILED GEO-WALL

Abstract

This study aims to achieve the independent reinforced soil wall with pile foundation (Piled Geo-wall); whish can be built at narrow construction site such as beside of mountainous road and so on. In the previous period, the effectiveness of the application of pile foundation to improve lateral resistance of the independent reinforced soil structure was confirmed from a dynamic centrifuge test. Therefore, fundamental lateral resistance of Piled Geo-wall was investigated from static loading tests on the real scale model of Piled Geo-wall and normal Geo-wall without pile in this time.