Experimental study on a scaled test model of soil reinforced by stone columns

Abstract

This paper presents results of experimental tests on soil specimens reinforced by stone columns. The experimental investigations have been conducted by setting up a laboratory scaled model. The main objective is to evaluate the effects of various reinforcing materials and stone columns configurations on the axial deformation during a vertical loading test of cylindrical samples of unreinforced and reinforced soil. The findings have been compared to existing experimental results proposed in literature. The specimens of soil consisted in an analogic material of poly-dispersed glass beads (GB) with a grain size smaller than 50 µm. Two reinforcing materials have been considered as ballasts: crushed sand (CS) and coarser granularity GB (0.7–1.0 mm). The results show that the material type and spacing between columns in a triangular or square configuration can greatly affect the reinforcement efficiency. The proposed results are applicable to predict the improvement of granular soils of medium density when subjected to the vibrocompaction technique.

Keywords:

• Bearing capacity
• compressible soil
• granular material
• reinforcement
• stone columns
• test model

Disclosure statement

No potential conflict of interest was reported by the authors.