聚合物辅助大豆粗脲酶碳酸酯沉淀改良土壤技术

Zalfa Maulida Ihsani , Naoki Kinoshita , Hideaki Yasuhara , Heriansyah Putra
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引用次数: 0

摘要

本研究提出了一种将聚乙烯醇(PVA)融入大豆粗脲酶碳酸酯沉淀(SCU-CP)技术的可持续土壤改良方法。利用大豆脲酶沉淀碳酸钙,结合土壤颗粒,提高强度的SCU-CP是此次研究的目标。PVA是一种可生物降解的聚合物,可以提高粘度和保持性,解决了溶液粘度低和碳酸盐沉淀不一致等问题。综合评价显示了显著的发现:增加PVA浓度会提高溶液粘度,导致碳酸钙析出量增加。保水性评价表明,与未处理土壤的0.217相比,PCP-1%处理土壤的饱和含水量(ws)增加到0.263,同时空气进入值(α)也降低。无侧限抗压强度(UCS)测试表明,PCP-1%有了显著改善,达到约140 kPa, 28天后达到179 kPa。碳酸钙含量测量结果表明,SCU-CP呈可变分布(标准差为1.13),而PCP-1%的分布更为均匀(标准差为0.60),表明其有效性有所提高。通过干湿循环进行的耐久性评估表明,SCU-CP经历了36.5%的质量损失,而PCP-1%只保留了5%的质量损失,并保持了UCS值。SEM图像显示SCU-CP形成球形结构,而PCP-1%的形貌更加多样化和结晶化,表明SCU-CP的成核和分布更好。总体而言,聚合物辅助SCU-CP技术(PCP)显示出有效改良土壤的巨大潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Polymer-assisted soybean crude urease carbonate precipitation technique for soil improvement
This study presents a sustainable approach to soil improvement by integrating polyvinyl alcohol (PVA) into the Soybean Crude Urease Carbonate Precipitation (SCU-CP) technique. The research aims to enhance SCU-CP, which utilizes soybean-derived urease to precipitate calcium carbonate, bonding soil particles and increasing strength. Challenges such as low solution viscosity and inconsistent carbonate precipitation are addressed by incorporating PVA, a biodegradable polymer that improves viscosity and retention. Comprehensive evaluations reveal significant findings: increasing PVA concentration enhances solution viscosity and results in higher calcium carbonate precipitation. Water retention assessments show that the PCP-1% treatment increases saturation water content (ws) to 0.263 compared to 0.217 for untreated soil, while also reduces the air-entry value (α). Unconfined Compressive Strength (UCS) tests indicate substantial improvement for PCP-1%, achieving approximately 140 kPa, with values reaching 179 kPa after 28 days. Calcium carbonate content measurements reveal that SCU-CP exhibits a variable distribution (standard deviation of 1.13), while PCP-1% demonstrates a more uniform distribution (standard deviation of 0.60), indicating improved effectiveness. Durability assessments through wet-dry cycling show that SCU-CP experiences a mass loss of 36.5%, while PCP-1% retains only 5% mass loss and maintains a UCS values. SEM images indicate that SCU-CP forms spherical structures, whereas PCP-1% produces a more diverse and crystalline morphology, suggesting better nucleation and distribution. Overall, the polymer-assisted SCU-CP technique (PCP) demonstrates significant potential for effective soil improvement.
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