Department of Civil and Environmental Engineering, University of Washington, Seattle, WA, 98195, USA.
Department of Earth and Space Sciences, University of Washington, Seattle, WA, 98195, USA.
Sci Rep. 2022 Oct 12;12(1):17100. doi: 10.1038/s41598-022-21268-3.
Microbially-induced calcium carbonate precipitation (MICP) is a bio-cementation process that can improve the engineering properties of granular soils through the precipitation of calcium carbonate (CaCO) minerals on soil particle surfaces and contacts. The technology has advanced rapidly as an environmentally conscious soil improvement method, however, our understanding of the effect of changes in field-representative environmental conditions on the physical and chemical properties of resulting precipitates has remained limited. An improved understanding of the effect of subsurface geochemical and soil conditions on process reaction kinetics and the morphology and mineralogy of bio-cementation may be critical towards enabling successful field-scale deployment of the technology and improving our understanding of the long-term chemical permanence of bio-cemented soils in different environments. In this study, thirty-five batch experiments were performed to specifically investigate the influence of seawater ions and varying soil materials on the mineralogy, morphology, and reaction kinetics of ureolytic bio-cementation. During experiments, differences in reaction kinetics were quantified to identify conditions inhibiting CaCO precipitation and ureolysis. Following experiments, scanning electron microscopy, x-ray diffraction, and chemical composition analyses were employed to quantify differences in mineralogical compositions and material morphology. Ions present in seawater and variations in soil materials were shown to significantly influence ureolytic activity and precipitate mineralogy and morphology, however, calcite remained the predominant CaCO polymorph in all experiments with relative percentages exceeding 80% by mass in all precipitates.
微生物诱导碳酸钙沉淀(MICP)是一种生物胶结过程,通过在土壤颗粒表面和接触点上沉淀碳酸钙(CaCO3)矿物,可以改善颗粒土的工程特性。该技术作为一种环保型土壤改良方法已经取得了快速发展,但我们对现场代表性环境条件变化对所得沉淀的物理和化学性质的影响的理解仍然有限。更好地了解地下地质化学和土壤条件对反应动力学以及生物胶结的形态和矿物学的影响,对于成功地在现场应用该技术并提高我们对不同环境中生物胶结土壤的长期化学稳定性的理解可能至关重要。在这项研究中,进行了 35 批批实验,专门研究海水离子和不同土壤材料对脲酶生物胶结的矿物学、形态和反应动力学的影响。在实验过程中,量化了反应动力学的差异,以确定抑制 CaCO3 沉淀和脲解的条件。实验后,采用扫描电子显微镜、X 射线衍射和化学成分分析来定量分析矿物成分和材料形态的差异。研究表明,海水中的离子和土壤材料的变化显著影响脲酶活性和沉淀的矿物学和形态,但在所有实验中,方解石仍然是主要的 CaCO3 多晶型物,其相对百分比在所有沉淀中都超过 80%(质量)。