Evalution the ratio of the vertical stress on top the cap pile in the soft ground treatment solution by concrete pile systems combine geotextle by full – scale experiment model

Abstract

Soft soil improvement by geosynthetic and concrete pile systems is an interesting and more popular technique on condition that this solution is practical. 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.