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CO2-induced carbonate minerals as soil stabilizing agents for dust suppression
Aeolian Research ( IF 3.3 ) Pub Date : 2021-08-03 , DOI: 10.1016/j.aeolia.2021.100731
Hamed A. Keykha 1 , Hadi Mohamadzadeh Romiani 1 , Ehsan Zebardast 2 , Afshin Asadi 3, 4 , Satoru Kawasaki 5
Affiliation  

This study aims to introduce alternative environmentally friendly compositions for soil-dust suppression. Carbon dioxide was utilized to produce free carbonate (CO32–) by a laboratory electrolysis cell. Different carbonate mineral compositions were then provided by adding Fe2+, Mg2+, and Ca2+ ions to the sodium carbonate solution. Different carbonate minerals were eventually used as soil stabilizing agents for sandy soil-dust suppression. Laboratory tests including unconfined compressive strength (UCS), direct shear test, California bearing ratio (CBR), and permeability tests in addition to field tests were performed to assess the feasibility of using CO2 induced carbonate minerals as soil stabilizing agent. It was found that the UCS and cohesion intercept of the treated specimens increased in comparison with the untreated specimens. CBR rating of the treated specimens indicated a harder surface which resulted in a lower permeability of the treated specimens. The study showed this alternative approach is a promising effort in utilization of CO2 for soil surface stability improvement.



中文翻译:

二氧化碳诱导的碳酸盐矿物作为抑尘土壤稳定剂

本研究旨在介绍用于抑制土壤粉尘的替代环保组合物。实验室电解槽利用二氧化碳生产游离碳酸盐(CO 3 2-)。然后通过向碳酸钠溶液中添加Fe 2+、Mg 2+和Ca 2+离子来提供不同的碳酸盐矿物组成。不同的碳酸盐矿物最终被用作沙土抑尘的土壤稳定剂。除了现场测试外,还进行了实验室测试,包括无侧限抗压强度 (UCS)、直接剪切测试、加利福尼亚承载比 (CBR) 和渗透率测试,以评估使用 CO 2的可行性诱导碳酸盐矿物作为土壤稳定剂。发现与未处理的样品相比,处理过的样品的 UCS 和内聚截距增加。处理过的样品的 CBR 等级表明表面较硬,这导致处理过的样品渗透性较低。研究表明,这种替代方法在利用 CO 2改善土壤表面稳定性方面是一项有前途的努力。

更新日期:2021-08-03
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