Centre for Advanced Research on Environment, School of Civil Engineering, SASTRA Deemed to be University, Thanjavur, Tamil Nadu, India.
Centre for Advanced Research on Environment, School of Civil Engineering, SASTRA Deemed to be University, Thanjavur, Tamil Nadu, India.
Carbohydr Polym. 2021 Aug 1;265:118083. doi: 10.1016/j.carbpol.2021.118083. Epub 2021 Apr 16.
The study aims to investigate the hydro-mechanical behaviour of the polysaccharide amended sand-clay mixture and analyse the soil - biopolymer interaction. Parameters like permeability, strength and heavy metal attenuation capacity of the amended soil were characterized and studied particularly for its use in landfill applications. The permeability of the soil was investigated for a period of one year. The results of the investigation show that all the selected polysaccharides significantly reduce the permeability and improve the heavy metal adsorption capacity of the sand-clay mixtures. The biopolymer also contributes to the increase in the strength of the soil. The improved mechanical properties of the amended soil can be ascribed to the bio-clogging through gel plug formation and bonding action of the biopolymers. Xanthan gum amended soil showed the least permeability, highest strength and adsorbed the selected heavy metals almost entirely, showing the best performance as a liner material.
本研究旨在探究多糖改良砂-黏土混合物的水力学-力学特性,并分析土-生物聚合物相互作用。对改良土的渗透性、强度和重金属衰减能力等参数进行了表征和研究,特别是针对其在垃圾填埋场中的应用。对土壤的渗透性进行了为期一年的研究。研究结果表明,所有选定的多糖均能显著降低渗透性并提高砂-黏土混合物的重金属吸附能力。生物聚合物也有助于提高土壤的强度。改良土的力学性能的提高可归因于生物聚合物的胶塞形成和粘结作用引起的生物堵塞。黄原胶改良土的渗透性最小,强度最高,几乎完全吸附了所选重金属,表现出作为衬垫材料的最佳性能。