探索添加了大理石粉、沙子和粉煤灰的膨润土混合物在创建环境可持续的垃圾填埋场衬垫系统方面的可行性

IF 2.6 Q2 ENGINEERING, GEOLOGICAL
Ankush Kumar Jain
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引用次数: 0

摘要

要防止渗滤液对地下水造成污染,保护土壤质量和环境,就必须开发有效且具有成本效益的垃圾填埋内衬。复合衬垫,尤其是将膨润土与粉煤灰或大理石粉等辅助材料相结合的衬垫,是一种很有前景的解决方案。本研究通过一系列广泛的实验室测试,对由膨润土-粉煤灰和膨润土-大理石灰混合物组成的垃圾填埋场衬里的物理性质进行了全面调查。研究系统分析了膨润土与粉煤灰和大理石粉的各种比例,评估了它们与膨润土-砂混合物相比对衬垫性能的影响。物理化学分析用于了解这些不同物质在改良膨润土中的相互作用和行为。对各种物理性质,包括阿特伯极限、压实特性、自由膨胀指数、修正自由膨胀指数、加州承载比、内聚力和内摩擦角,都进行了细致的研究。总之,这些特性全面概述了膨润土-粉煤灰和膨润土-大理石灰混合物作为垃圾填埋场衬垫的适用性和性能潜力,为传统的膨润土-砂混合物提供了一种可行的替代方案。研究揭示了膨润土与粉煤灰和大理石粉之间的协同效应,突出了它们在增强垃圾填埋场衬垫物理特性方面的重要贡献。垃圾填埋场衬垫设计的这一进步有望有效减轻与垃圾处理相关的有害环境影响。虽然这项研究奠定了坚实的基础,但未来的研究必须优先考虑长期性能评估和实际应用。这些研究结果的验证和微调对于确保在真实的垃圾填埋场建设场景中的实际适用性和有效性至关重要。这种综合方法将有助于垃圾填埋场衬垫设计的不断发展和优化,从而解决可持续废物管理和环境保护所面临的紧迫挑战。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Exploring the viability of Bentonite-amended blends incorporating marble dust, sand, and fly ash for the creation of an environmentally sustainable landfill liner system

Exploring the viability of Bentonite-amended blends incorporating marble dust, sand, and fly ash for the creation of an environmentally sustainable landfill liner system

The development of effective and cost-efficient landfill liners is crucial to prevent groundwater contamination from leachate, safeguarding soil quality and the environment. Composite liners, particularly those combining bentonite with supplementary materials such as fly ash or marble dust, present a promising solution. This study delves into a comprehensive investigation of the physical properties of landfill liners composed of bentonite-fly ash and bentonite-marble dust mixtures through an extensive series of laboratory tests. The research systematically analyzes various proportions of bentonite with fly ash and marble dust, evaluating their impact on liner performance in comparison to Bentonite-sand mixtures. Physicochemical analyses are employed to understand the interactions and behaviors of these distinct substances within the amended bentonite. A wide array of physical properties, including Atterberg’s limits, compaction characteristics, free swell index, modified free swell index, California bearing ratio, cohesion, and angle of internal friction, are meticulously examined. Collectively, these properties offer a comprehensive overview of the suitability and performance potential of bentonite-fly ash and bentonite-marble dust mixtures as landfill liners, presenting a viable alternative to traditional bentonite-sand mixtures. The study reveals synergistic effects between bentonite and both fly ash and marble dust, highlighting their significant contributions to enhancing the physical traits of landfill liners. This advancement in landfill liner design holds the promise of effectively mitigating detrimental environmental impacts associated with waste disposal. While this study provides a robust foundation, it is essential for future investigations to prioritize long-term performance assessments and real-world implementation. Validation and fine-tuning of these findings are crucial to ensuring practical applicability and efficacy within authentic landfill construction scenarios. This holistic approach will contribute to the continued evolution and optimization of landfill liner design, addressing the pressing challenges of sustainable waste management and environmental protection.

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来源期刊
International Journal of Geo-Engineering
International Journal of Geo-Engineering ENGINEERING, GEOLOGICAL-
CiteScore
3.70
自引率
0.00%
发文量
10
审稿时长
13 weeks
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