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微生物诱导碳酸钙固化土体研究进程

Research progress on soil improvement by microbial induced CaCO_(3)precipitation
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摘要 微生物诱导碳酸钙沉淀是一种绿色环保的土体加固技术,但其固化受诸多因素影响,通过对国内微生物诱导碳酸钙相关文献进行梳理,从研究微生物固化的机理出发,归纳总结微生物固化中影响因素(温度、注浆方式、菌液浓度等方面)对生物固化土的影响,并对固化后部分物理性质进行总结,发现脲酶在30℃培养温度下,菌液的活性与浓度最高,在20~40℃,浓度适中的环境下,能生成更多的碳酸钙,分布更加均匀,且此技术在土体加固、修复等领域具有非常广阔的前景,提出未来可研究的方向,如生成的碳酸钙分布不均等。 The microbial induced CaCO_(3)precipitation(MICP)is a green environmental reinforcement technique for soil improvement.However,the progress of reinforcement is influenced by a large number of factors.Through the domestic literature review in MICP of the carding,based on the research of microbial-induced calcium carbonate precipitation,the paper summarized the influence of influencing factors(temperature,grouting methods,microbial concentration,and so on)on the bio-cured sand in the process of the MICP and also summarized the physical property of reinforced soil,indicating urease activity and concentration will reach the highest at 30℃.In the 20~40℃,at a good grain composition and more calcium carbonate will be produced and uniformly distributed on the surface.Meanwhile,the technique makes it a broad engineering application prospect in soil improvement,restoration,etc.In the last part of the paper,we proposed some feasibility studies for the future such as the resulting calcium carbonate precipitation unevenly distributed,etc.
作者 谭博仁 赵蒙 邓瑞 吴启红 TAN Boren;ZHAO Meng;DENG Rui;WU Qihong(School of Architecture and Civil Engineering,Chengdu University,Chengdu 610106,China)
出处 《四川建材》 2023年第11期65-67,70,共4页 Sichuan Building Materials
基金 国家级大学生创新创业训练计划:基于MICP技术的微生物固化黄土试验研究(202211079015)。
关键词 MICP 无侧限抗压强度 土体加固 生物胶结 microbial induced CaCO_(3)precipitation unconfined compression strength soil improvement bio-cementation
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