{"title":"Roadside devegetation by microbially induced carbonate precipitation using osmosis, ammonium toxicity, and cementation effects","authors":"Jinung Do, Jongbin Jin","doi":"10.1007/s10064-025-04437-2","DOIUrl":null,"url":null,"abstract":"<div><p>Microbially induced carbonate precipitation (MICP) uses urease-producing bacteria to precipitate calcium carbonate (CaCO<sub>3</sub>), leading to soil improvement. MICP technology is directly related to the vegetation in the soil resulting from chemicals and cementation; however, only few studies have been conducted on this topic. This study aims to elucidate the application of MICP in the management of roadside vegetation using laboratory- and field-scale tests. At the laboratory scale, the effects of several chemical components of MICP, such as deionized water, growth media, bacteria, urea, and CaCl<sub>2</sub>, on seed germination and growth were explored using soil column testing in a growth chamber. A series of field tests were conducted on a highway embankment considering different initial ground conditions, such as original, cutting, and cultivated grounds. Leaf height and soil properties, such as electrical conductivity, ammonium concentration, pH, exchangeable calcium, and CaCO<sub>3</sub> mass, were measured over time. The results showed the efficacy of devegetation by MICP and clarified that the devegetation mechanism occurs in three steps: as a short-term effect by osmosis, an intermediate-term effect by ammonium toxicity, and a long-term effect by cementation.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 9","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-08-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04437-2","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
Abstract
Microbially induced carbonate precipitation (MICP) uses urease-producing bacteria to precipitate calcium carbonate (CaCO3), leading to soil improvement. MICP technology is directly related to the vegetation in the soil resulting from chemicals and cementation; however, only few studies have been conducted on this topic. This study aims to elucidate the application of MICP in the management of roadside vegetation using laboratory- and field-scale tests. At the laboratory scale, the effects of several chemical components of MICP, such as deionized water, growth media, bacteria, urea, and CaCl2, on seed germination and growth were explored using soil column testing in a growth chamber. A series of field tests were conducted on a highway embankment considering different initial ground conditions, such as original, cutting, and cultivated grounds. Leaf height and soil properties, such as electrical conductivity, ammonium concentration, pH, exchangeable calcium, and CaCO3 mass, were measured over time. The results showed the efficacy of devegetation by MICP and clarified that the devegetation mechanism occurs in three steps: as a short-term effect by osmosis, an intermediate-term effect by ammonium toxicity, and a long-term effect by cementation.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.