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首页> 外文期刊>KSCE journal of civil engineering >An Experimental Study on Enzymatic-Induced Carbonate Precipitation Using Yellow Soybeans for Soil Stabilization
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An Experimental Study on Enzymatic-Induced Carbonate Precipitation Using Yellow Soybeans for Soil Stabilization

机译:用黄豆诱导碳酸碳酸盐沉淀对土壤稳定的实验研究

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In this study, the applicability of enzymatic-induced carbonate precipitation (EICP) using yellow soybean for soil stabilization was investigated through laboratory tests. A comparison of carbonate precipitation efficiency between EICP using yellow soybean and microbial-induced carbonate precipitation (MICP) using ureolytic bacteria as a catalyst for urea hydrolysis was made through a series of tube precipitation tests. It was found that EICP can be an excellent alternative to MICP in terms of carbonate precipitation efficiency. In addition, the reinforcing effect of EICP using yellow soybean on soil specimens was investigated by measuring the unconfined compressive strength (UCS) and the amount of calcium carbonate precipitated with varying molarities of solutions and curing times. The results of the unconfined compression tests showed that the curing time (7,14, 21, 28 days) had no significant effect on the strength enhancement when the molarity of urea-CaCl_2 solution was less than 1.5 M. However, for 3 M of urea-CaCl_2 solution, the UCS increased with curing time (7, 14, 21, 28 days), although the amount of calcium carbonate precipitated was not affected by curing time. In addition, it was confirmed that the strength increment ratio of specimens cured for 28 days under various mixing conditions linearly increased with calcium carbonate contents ranging from 0% to 5.13%. It is concluded that EICP using yellow soybean has a great practical potential as a soil stabilization method.
机译:在该研究中,通过实验室试验研究了使用黄豆进行土壤稳定的酶诱导的碳酸盐沉淀(EICP)的适用性。使用黄豆和微生物诱导的碳酸盐沉淀(MICP)作为尿液水解催化剂的EICP与MICP之间的碳酸盐沉淀效率的比较通过一系列管沉淀试验。发现EICP可以在碳酸盐沉淀效率方面是MICP的优异替代品。此外,通过测量不包含束缚的抗压强度(UCS)和用不同摩尔溶液和固化时间沉淀的碳酸钙的量来研究利用黄豆在土壤样品上使用黄色大豆对土壤样品的增强效应。无束缚压缩试验的结果表明,当尿素-CaCl_2溶液的摩尔相当于1.5米时,固化时间(7,14,21,28天)对强度增强没有显着影响。然而,3米尿素-CaCl_2溶液,UCS随固化时间(7,14,21,28天)增加,尽管沉淀的碳酸钙的量不受固化时间的影响。此外,证实,在各种混合条件下固化28天的试样的强度增量比线性增加,碳酸钙含量范围为0%至5.13%。结论是,使用黄豆的EICP具有良好的实际潜力作为土壤稳定方法。

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