Bearing Capacity of Encased Recycled Concrete Aggregate (RCA) Columns in Soft Soil Based on Experimental and Numerical Analysis

Bearing Capacity of Encased Recycled Concrete Aggregate (RCA) Columns in Soft Soil Based on Experimental and Numerical Analysis

Descargar PDF Descargar PDF

Publicado en 3C Tecnología – Volume 12 Issue 2 (Ed. 44)

Autores

Ahmed Hussein
Alaa H. J. Al-Rkaby*

Resumen

Abstract

One of the finest techniques to highlight the terrain is to employ stone columns. decreasing soil stability while raising the soil's carrying capacity. In this study, recycled concrete aggregate-reinforced masonry columns were applied as the support structure. There are various techniques to fortify soft clay soils. According to the findings, soil BC significantly improved when stone columns made from recycled concrete aggregates and thoroughly reinforced with a geogrid net were used. The soil BC of the single, five, and nine columns was enhanced using stone and double columns supported by a geogrid in comparison to natural soils. The corresponding improvement rates were 5.5%, 23.3%, and 61.1%.

Artículo

Palabras clave

Keywords

Bearing Capacity, Stone Column, Improving, Geogrid

Articulos relacionados