An Experimental Study on the Stabilization of Coral Gravel Beach using Bio-cement

M. Fukue
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Abstract

An experimental study on the stabilization of coral-gravel beach was performed using carbonate precipitation induced by microbial urease activity. The pilot experiment was done to solve scale-up problems from the bench scale experiments. In this study, microbes, ureolytic strains NO-A10 isolated from the domestic soils, were used to induce the hydrolysis of urea. The product of the hydrolysis was used to produce carbonate which acts as a binder (bio-cement) for coral gravels. The 70 cm thick coral gravel layer was cemented by injecting the bio-cement solution. The result showed that the gravels were strongly cemented with the carbonate precipitated. However, the experimental results could not be quantitatively predicted from the bench scale experiment. In this study, scale-up problems are discussed in terms of size effect, reaction velocity, distribution of microbes, transport distance of microbes, etc. This study will contribute to the success for actual construction.
生物水泥稳定珊瑚砾石滩的试验研究
利用微生物脲酶活性诱导碳酸盐沉淀对珊瑚砾石滩进行了稳定化实验研究。中试实验是为了解决实验中出现的放大问题。本研究利用从国内土壤中分离的解尿菌NO-A10诱导尿素水解。水解产物被用来生产碳酸盐,作为珊瑚砾石的粘合剂(生物水泥)。采用生物胶结液对70 cm厚的珊瑚砾石层进行胶结。结果表明:砾石与沉淀的碳酸盐胶结牢固;然而,实验结果无法从台架实验中定量预测。本文从规模效应、反应速度、微生物分布、微生物迁移距离等方面讨论了放大问题。本研究将有助于实际施工的成功。
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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