腐植酸对酶促碳酸盐沉淀固化土壤的影响

Meiqi Chen , Aoi Ichinohe , Kazunori Nakashima , Chikara Takano , Sivakumar Gowthaman , Lutfian R. Daryono , Satoru Kawasaki
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引用次数: 0

摘要

酶诱导碳酸盐沉淀(EICP)因其高效、可控性而成为生物胶结领域的一种很有前途的技术。虽然许多研究已经证明了其在不同环境下的可靠性,但对腐殖质物质对EICP的影响却很少关注。腐殖质物质覆盖了世界上大部分有植被的地表土壤,根据植被密度和气候的不同而不同。为了了解该技术对不同问题土壤的兼容性,重要的是要弄清楚腐殖质物质如何影响脲酶诱导的碳酸盐沉淀过程。因此,本研究旨在通过EICP研究腐植酸(HA)对土壤固化的影响。为此,在土柱固化试验中,将HA以不同的添加量(0%、1%、2%、4%、8%、16%)添加到天然土中。结果发现,少量HA(4%)的添加量可以增强胶结效果,而8%的添加量则可以极大地抑制碳酸钙的形成。同时,在弱酸性条件下,土壤样品被HA缓冲,从而防止了尿素解过程中不良副产物氨的排放。因此,本研究通过证明HA对EICP技术固接效果的影响,为酶促生物胶结研究做出了贡献。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of humic acid on soil solidification by enzyme induced carbonate precipitation
Enzyme induced carbonate precipitation (EICP) is a promising technique in the field of biocementation due to its efficiency and controllability. Although many studies have proved its reliability in different environment, little attention has been paid to the influence of humic substances on the EICP. Humic substances cover most of the surface soil across the world land with vegetation, which varies according to the density of vegetation and climate. To understand the compatibility of this technique to distinct problematic soils, it is important to figure out how humic substances could affect the carbonate precipitation process induced by urease enzyme. Therefore, this study aims to investigate the effects of humic acid (HA), one type of humic substance, on the soil solidification through EICP. For this purpose, HA was added to natural soil with varying addition amounts (0%, 1%, 2%, 4%, 8%, 16%) in soil column solidification tests. The results found that the cementation effectiveness was enhanced by a small amount of HA addition (<4%), while an addition up to 8% greatly inhibited the formation of calcium carbonate. At the same time, soil samples were buffered by HA in a weak acidic condition, thus preventing the emission of undesirable by-product ammonia in the ureolysis process. Therefore, this study makes a contribution to research on enzymatic biocementation by demonstrating the effects of HA on the cementation effectiveness of EICP technique.
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