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

Ahmed Hussein, Alaa H. J. Al-Rkaby
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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%.
基于试验与数值分析的软土地基再生混凝土骨料包覆柱承载力研究
突出地形的最佳技术之一是使用石柱。降低土壤稳定性,提高土壤承载力。本研究采用再生混凝土骨料配筋砌体柱作为支撑结构。加固软粘土的技术有很多种。根据研究结果,当使用由再生混凝土骨料制成的石柱并使用土工格栅网进行彻底加固时,土壤BC显着改善。与自然土壤相比,使用石头和由土工格栅支撑的双柱增强了单柱、五柱和九柱的土壤BC。相应的改善率分别为5.5%、23.3%和61.1%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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