DESIGN METHOD OF REINFORCED SOIL EMBANKMENT WITH PILE SLAB TRACK

Abstract

We have developed the pile slab track soil embankment using the material of poor quality. This embankment has high performance to reduce seismic settlement of concrete slab confirmed by the shaking table test results of the 1/10 scale model of pile slab embankment and the large gabion method by actual size loading tests. This paper describes design method of the pile slab track soil embankment checked based on the knowledge gained from the experimental results.