Baseline investigation on enzyme induced calcium phosphate precipitation for solidification of sand

IF 2.2 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
S. Gowthaman, Moeka Yamamoto, Meiqi Chen, K. Nakashima, S. Kawasaki
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引用次数: 0

Abstract

Introduction: Bio-cementation processes [namely, microbial induced carbonate precipitation (MICP) and enzyme induced carbonate precipitation (EICP)] have recently become promising techniques for solidifying loose sands. However, these methods release gaseous ammonia to the atmosphere, which is not desirable for real-scale applications. This study aims to propose an enzyme induced calcium phosphate precipitation (EICPP) method as a sustainable direction for the solidification of sand.Methods: Precipitation of calcium phosphate compound (CPC) was driven through pH-dependent mechanism regulated by enzymatic hydrolysis of urea. The baseline study was designed to consist of a series of precipitation tests and sand column tests, evaluating the influence of various recipes of cementation media (CM) on treatment efficiency. The evaluation program consisted of Unconfined compression tests, precipitation content measurement, scanning electron microscopy (SEM), energy-dispersive X-ray spectroscopy (EDS) and X-ray diffraction.Results: The observations showed that the content of urea had an important role in proposed EICPP treatment, which determined the extent of the pH increase. This increase had a great influence on 1) utilization of soluble calcium, 2) precipitation content of calcium phosphate, and 3) the morphology of the precipitates. Results of sand column test suggested that injecting CM that consisted of acid-dissolved bone meal, urea and urease enzyme could result in the deposition of insoluble CPC that enabled the solidification of sand particles.Discussion: The precipitation quantity was found to increase with the increase in urea content; however, the treatment media with high urea content resulted amorphous-like crystals. The plate-like crystals were evidenced in CM with [Ca]/[urea] molar ratio between 1.5–2.0. X-ray Diffraction (XRD) analysis revealed that irrespective of the urea contents, the formed crystals were identified as brushite. Since the final pH of proposed EICPP method could be controllable within acidic-neutral conditions, the emission of ammonia gas would be eliminated.
酶诱导磷酸钙沉淀用于固化砂的基线调查
导言:生物固化过程[即微生物诱导碳酸盐沉淀(MICP)和酶诱导碳酸盐沉淀(EICP)]最近已成为固化松散砂土的有前途的技术。然而,这些方法会向大气释放气态氨,不利于实际应用。本研究旨在提出一种酶诱导磷酸钙沉淀法(EICPP),作为砂固化的可持续发展方向:方法:磷酸钙化合物(CPC)的沉淀是通过尿素酶水解的 pH 依赖性机制来驱动的。基线研究的设计包括一系列沉淀试验和砂柱试验,以评估不同配方的固结介质(CM)对处理效率的影响。评估项目包括非密实压缩试验、沉淀含量测量、扫描电子显微镜(SEM)、能量色散 X 射线光谱(EDS)和 X 射线衍射:观察结果表明,尿素含量在拟议的 EICPP 处理中起着重要作用,它决定了 pH 值的升高程度。pH 值的升高对 1)可溶性钙的利用率;2)磷酸钙的沉淀含量;3)沉淀物的形态都有很大影响。沙柱试验结果表明,注入由酸性溶解骨粉、尿素和脲酶组成的 CM 可导致不溶性 CPC 的沉淀,从而使沙粒凝固:析出量随尿素含量的增加而增加,但尿素含量高的处理介质会产生无定形晶体。在[钙]/[尿素]摩尔比介于 1.5-2.0 之间的 CM 中,出现了板状晶体。X 射线衍射(XRD)分析表明,无论尿素含量如何,所形成的晶体都是刷石。由于拟议的 EICPP 方法的最终 pH 值可控制在酸性-中性条件内,因此可消除氨气的排放。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Frontiers in Built Environment
Frontiers in Built Environment Social Sciences-Urban Studies
CiteScore
4.80
自引率
6.70%
发文量
266
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