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木质素生物聚合物处理土壤的耐久性、强度和抗侵蚀性评估

Durability, Strength, and Erosion Resistance Assessment of Lignin Biopolymer Treated Soil.

作者信息

Bagheri Pouyan, Gratchev Ivan, Son Suwon, Rybachuk Maksym

机构信息

School of Engineering and Built Environment, Griffith University, Engineering Drive, Southport, QLD 4222, Australia.

Department of Architectural and Civil Engineering, Kyungil University, Gyeongsan 38428, Republic of Korea.

出版信息

Polymers (Basel). 2023 Mar 21;15(6):1556. doi: 10.3390/polym15061556.

Abstract

To mitigate the negative environmental effects of the overuse of conventional materials-such as cement-in soil improvement, sustainable engineering techniques need to be applied. The use of biopolymers as an alternative, environmentally friendly solution has received a great deal of attention recently. The application of lignin, a sustainable and ecofriendly biobased adhesive, to enhance soil mechanical properties has been investigated. The changes to engineering properties of lignin-infused soil relative to a lignin addition to soil at 0.5, 1, and 3.0 wt.% (including Atterberg limits, unconfined compression strength, consolidated undrained triaxial characteristics, and mechanical properties under wetting and drying cycles that mimic atmospheric conditions) have been studied. Our findings reveal that the soil's physical and strength characteristics, including unconfined compressive strength and soil cohesion, were improved by adding lignin through the aggregated soil particle process. While the internal friction angle of the soil was slightly decreased, the lignin additive significantly increased soil cohesion; the addition of 3% lignin to the soil doubled the soil's compressive strength and cohesion. Lignin-treated samples experienced less strength loss during wetting and drying cycles. After six repeated wetting and drying cycles, the strength of the 3% lignin-treated sample was twice that of the untreated sample. Soil treated with 3% lignin displayed the highest erosion resistance and minimal soil mass loss of ca. 10% under emulated atmospheric conditions. This study offers useful insights into the utilization of lignin biopolymer in practical engineering applications, such as road stabilization, slope reinforcement, and erosion prevention.

摘要

为减轻传统材料(如水泥)过度用于土壤改良所带来的负面环境影响,需要应用可持续工程技术。使用生物聚合物作为一种替代的、环境友好的解决方案,近来受到了广泛关注。木质素作为一种可持续且环保的生物基粘合剂,其在增强土壤力学性能方面的应用已得到研究。研究了相对于分别添加0.5%、1%和3.0%(重量百分比)木质素的土壤,注入木质素的土壤工程性质的变化(包括阿太堡界限、无侧限抗压强度、固结不排水三轴特性以及模拟大气条件下干湿循环的力学性能)。我们的研究结果表明,通过聚集土壤颗粒过程添加木质素,改善了土壤的物理和强度特性,包括无侧限抗压强度和土壤凝聚力。虽然土壤的内摩擦角略有降低,但木质素添加剂显著提高了土壤凝聚力;向土壤中添加3%的木质素使土壤的抗压强度和凝聚力增加了一倍。经过木质素处理的样品在干湿循环过程中强度损失较小。经过六次反复干湿循环后,3%木质素处理样品的强度是未处理样品的两倍。用3%木质素处理的土壤表现出最高的抗侵蚀性,在模拟大气条件下土壤质量损失最小,约为10%。本研究为木质素生物聚合物在道路稳定、边坡加固和防侵蚀等实际工程应用中的利用提供了有益的见解。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e038/10053852/71fce387cec4/polymers-15-01556-g001.jpg

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