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化学和微生物灌浆的环境影响。

Environmental impacts of chemical and microbial grouting.

机构信息

Research Institute of Forests and Rangeland, AREEO, Tehran, Iran.

Civil Engineering, Semnan University, Semnan, Iran.

出版信息

Environ Sci Pollut Res Int. 2020 Jan;27(2):2264-2272. doi: 10.1007/s11356-019-06614-9. Epub 2019 Nov 27.

Abstract

Climate change is considered the major environmental challenge for the world. Cement and lime production is a highly energy-consuming, heavily polluting process, and the CO emissions are very substantial. Alkaline environment, high temperature, and long processing time lead the researchers to work on alternative soil improvements. Microbially induced calcite precipitation (MICP) has been introduced as a technique for modification of geotechnical properties of sand. The main purpose of the present study was to focus on the efficiency and environmental impact of conventional and microbial grouting. Samples were treated with three chemical stabilizers, namely Portland cement, lime, and cement and lime. The stabilizers were injected with flow gravity and constant head which are almost the same as microbial grouting. Then, the results of conventional grouting were compared with the results of biocement samples which were gathered from previous studies to discuss the efficiency and environmental impacts. The results for treated samples were discussed and compared based on 1 m of soil and a final target of 700 kPa. It was found that in order to obtain the same compressive strength, the cost and calcium carbonate consumption of the cement injection method were 2.5 times more than those of the microbial method. Biocementation has some advantages over existing technologies, such as less calcium usage in the same unconfined compressive strength (UCS).

摘要

气候变化被认为是世界面临的主要环境挑战。水泥和石灰生产是一个高能耗、高污染的过程,CO 排放量非常大。碱性环境、高温和长时间的处理过程促使研究人员寻求替代的土壤改良方法。微生物诱导碳酸钙沉淀(MICP)已被引入作为改良砂土岩土工程特性的一种技术。本研究的主要目的是关注传统和微生物注浆的效率和环境影响。样品分别用三种化学稳定剂进行处理,即波特兰水泥、石灰和水泥石灰。这些稳定剂采用流动重力和恒水头注入,几乎与微生物注浆相同。然后,将传统注浆的结果与之前研究中收集的生物水泥样本的结果进行比较,以讨论效率和环境影响。根据 1 米的土壤和最终目标为 700kPa 对处理后的样本进行了讨论和比较。结果表明,为了获得相同的抗压强度,水泥注入法的成本和碳酸钙消耗比微生物法高 2.5 倍。生物胶结技术在某些方面优于现有技术,例如在相同无侧限抗压强度(UCS)下使用的钙量更少。

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