可持续利用回收玻璃粉基土工聚合物稳定有机土壤

Khalaf Y Khalaf, Khalid R Mahmood
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引用次数: 0

摘要

任何建筑物的地基和道路建设在有机土壤等薄弱土壤上施工时,都会受到不同问题的严重影响。使用回收玻璃粉作为土工聚合物的前体可改善土壤性质(提高承载能力和降低可压缩性),并防止玻璃废料在垃圾填埋场堆积。在土壤中添加不同比例(5%、10%、15%、20% 和 25%)的回收玻璃粉(RGP)。氢氧化钠 (NaOH) 用作碱性溶液。通过 X 射线荧光 (XRF) 测试确定了 RGP 和有机土壤的化学成分。为了研究试样的机械性能,对试样进行了无收缩抗压强度(UCS)测试。结果表明,与天然土壤试样相比,经过土工聚合物处理的试样在 7 天和 14 天后的抗压强度都有所提高。在固化时间为 14 天、固化温度为 65℃⁰、含 20% RGP 时,UCS 的最高值为 7.86 兆帕。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sustainable use of recycled glass powder-based geopolymer of organic soil stabilization
The foundation of any structure and construction of roads are most affected by different problems when it is constructed on weak soil such as organic soil for example. The use of recycled glass powder as a precursor in geopolymers improves soil properties (enhancing bearing capacity and reducing compressibility), as well as prevents glass waste from accumulating in landfills. The recycled glass powder (RGP) was added to the soil with different percentages(5,10,15,20 and 25)%. Sodium hydroxide (NaOH) is used as an alkaline solution. The chemical composition of RGP and the organic soil are determined by the X-ray fluorescence (XRF) test. Unconfined compressive strength (UCS) was conducted to investigate the mechanical behavior of specimens. The results show that increase in UCS in 7 and 14 days for the specimens treated with geopolymer compared to the natural soil specimens. The highest UCS value was 7.86 MPa at a curing time of 14 days and a curing temperature of 65C⁰ with 20% RGP.
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