Evaluation ratio of the vertical stress on top the cap pile combine geotextle by full - scale experiment model

Abstract

The content of the article presents the determination ratio of the vertical stress on top the cap pile in the solution concrete pile systems combine geotextle by full – scale experiment model. The solution concrete pile systems combine geotextle is an interesting technique and more purpose, which effective solution is actual. However when design this soft ground treatment solution only base on the result finite element analysis, which don’t retest. The main content of the paper is present the ratio of the vertical stress on top the cap pile so that evaluate effective of the soft ground treatment solution, which can help designer calculate more safety and economic

Keywords: Geosynthetic reinforced; arching; Embankment.