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生物聚合物稳定/固化土壤:一种快速的、微观-宏观的、跨学科的方法。

Biopolymer Stabilization/Solidification of Soils: A Rapid, Micro-Macro, Cross-Disciplinary Approach.

机构信息

Department of Chemistry, The University of Sheffield, Dainton Building, Brook Hill, Sheffield S3 7HF, U.K.

Department of Civil and Structural Engineering, The University of Sheffield, Sir Frederick Mappin Building, Sheffield, S1 3JD, U.K.

出版信息

Environ Sci Technol. 2020 Nov 3;54(21):13963-13972. doi: 10.1021/acs.est.0c02001. Epub 2020 Oct 23.

Abstract

In this study, we describe a novel high throughput, micro-macro approach for the identification and efficient design of biopolymer stabilized soil systems. At the "microscopic" scale, we propose a rapid Membrane Enabled Bio-Mineral Affinity Screening (MEBAS) approach supported by Mineral Binding Characterization (MBC) (TGA, ATR-FTIR and ζ Potential), while at the "macroscopic" scale, micro scale results are confirmed by Geotechnical Verification (GV) through unconfined compression testing. We illustrate the methodology using an exemplar mine tailings FeO-SiO system. Five different biopolymers were tested against FeO: locust bean gum, guar gum, gellan gum, xanthan gum, and sodium carboxymethyl cellulose. The screening revealed that locust bean gum and guar gum have the highest affinity for FeO, which was confirmed by MBC and in agreement with GV. This affinity is attributed to the biopolymer's ability to form covalent C-O-Fe bonds through β-(1,4)-d-mannan groups. Upon their 1% addition to a "macroscopic" FeO based exemplar MT system, unconfined compressive strengths of 5171 and 3848 kPa were obtained, significantly higher than those for the other biopolymers and non-Fe systems. In the current study, MEBAS gave an approximately 50-fold increase in rate of assessment compared to GV alone. Application of the proposed MEBAS-MBC-GV approach to a broad range of soil/earthwork components and additives is discussed.

摘要

在本研究中,我们描述了一种新颖的高通量、宏微观方法,用于鉴定和有效设计生物聚合物稳定土壤系统。在“微观”尺度上,我们提出了一种快速的基于膜的生物矿物亲和筛选(MEBAS)方法,该方法得到了矿物结合特性(MBC)(TGA、ATR-FTIR 和 ζ 电位)的支持,而在“宏观”尺度上,微尺度结果通过无侧限压缩测试得到岩土工程验证(GV)的确认。我们使用 FeO-SiO 矿尾范例系统说明了该方法。五种不同的生物聚合物被测试了对 FeO 的亲和性:刺槐豆胶、瓜尔胶、结冷胶、黄原胶和羧甲基纤维素钠。筛选结果表明,刺槐豆胶和瓜尔胶对 FeO 的亲和力最高,这通过 MBC 得到了证实,并与 GV 一致。这种亲和力归因于生物聚合物通过 β-(1,4)-d-甘露聚糖基团形成共价 C-O-Fe 键的能力。当它们以 1%的比例添加到基于“宏观”FeO 的 MT 范例系统中时,获得了 5171 和 3848 kPa 的无侧限抗压强度,明显高于其他生物聚合物和非 Fe 系统。在当前研究中,与单独的 GV 相比,MEBAS 使评估速度提高了约 50 倍。讨论了将拟议的 MEBAS-MBC-GV 方法应用于广泛的土壤/土方组件和添加剂的问题。

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