Muayad A. Al-Sharrad, Hadeel S. Sulaiman, Ahmed K. Ftaikhan
{"title":"利用微生物诱导的碳酸盐降水控制风成沉积物的风蚀","authors":"Muayad A. Al-Sharrad, Hadeel S. Sulaiman, Ahmed K. Ftaikhan","doi":"10.1007/s10064-025-04351-7","DOIUrl":null,"url":null,"abstract":"<div><p>The effect of surficial microbial-induced calcite precipitation (MICP) treatment on wind erosion control of Samawah aeolian deposits was investigated by laboratory wind tunnel tests. The resilience of the treatment to degradation by moisture and temperature cyclic variations was investigated by performing an accelerated durability test. Several aeolian specimens were MICP treated with a total volume of 2, 1, or 0.5 L/m<sup>2</sup>. The treatment consisted of <i>Bacillus pasteurii</i> bacterial suspension and 0.5M or 0.25M cementation solutions at 1:1 volumetric ratio. The treatment yielded a crust of cemented sand with 0.6–2.1% calcium carbonate and with an average thickness of 8.7–23.5 mm. Analyzing the results of wind tunnel tests with image analysis technique showed that, under the prevailing climatological conditions of Samawah, wind erosion can be efficiently mitigated with the MICP treatment. The treated aeolian showed satisfactory resilience to deterioration by cyclic variation of moisture and temperature, with a limited degradation of the cementation agent at the exposed surfaces. At the surface of the treated specimens, a sporadic transport of the surficial weakly bonded particles took place during the wind erosion test at wind velocities higher than those detected in the untreated aeolian. Qualitatively, the MICP treatment with a total volume of 2 L/m<sup>2</sup> and cementation solution concentration of 0.5M was the most beneficial treatment with respect to bond strength and depth of improvement.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 6","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-05-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Wind erosion control for aeolian deposits using microbial-induced carbonate precipitation\",\"authors\":\"Muayad A. Al-Sharrad, Hadeel S. Sulaiman, Ahmed K. Ftaikhan\",\"doi\":\"10.1007/s10064-025-04351-7\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The effect of surficial microbial-induced calcite precipitation (MICP) treatment on wind erosion control of Samawah aeolian deposits was investigated by laboratory wind tunnel tests. The resilience of the treatment to degradation by moisture and temperature cyclic variations was investigated by performing an accelerated durability test. Several aeolian specimens were MICP treated with a total volume of 2, 1, or 0.5 L/m<sup>2</sup>. The treatment consisted of <i>Bacillus pasteurii</i> bacterial suspension and 0.5M or 0.25M cementation solutions at 1:1 volumetric ratio. The treatment yielded a crust of cemented sand with 0.6–2.1% calcium carbonate and with an average thickness of 8.7–23.5 mm. Analyzing the results of wind tunnel tests with image analysis technique showed that, under the prevailing climatological conditions of Samawah, wind erosion can be efficiently mitigated with the MICP treatment. The treated aeolian showed satisfactory resilience to deterioration by cyclic variation of moisture and temperature, with a limited degradation of the cementation agent at the exposed surfaces. At the surface of the treated specimens, a sporadic transport of the surficial weakly bonded particles took place during the wind erosion test at wind velocities higher than those detected in the untreated aeolian. Qualitatively, the MICP treatment with a total volume of 2 L/m<sup>2</sup> and cementation solution concentration of 0.5M was the most beneficial treatment with respect to bond strength and depth of improvement.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 6\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2025-05-15\",\"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/s10064-025-04351-7\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04351-7","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}
Wind erosion control for aeolian deposits using microbial-induced carbonate precipitation
The effect of surficial microbial-induced calcite precipitation (MICP) treatment on wind erosion control of Samawah aeolian deposits was investigated by laboratory wind tunnel tests. The resilience of the treatment to degradation by moisture and temperature cyclic variations was investigated by performing an accelerated durability test. Several aeolian specimens were MICP treated with a total volume of 2, 1, or 0.5 L/m2. The treatment consisted of Bacillus pasteurii bacterial suspension and 0.5M or 0.25M cementation solutions at 1:1 volumetric ratio. The treatment yielded a crust of cemented sand with 0.6–2.1% calcium carbonate and with an average thickness of 8.7–23.5 mm. Analyzing the results of wind tunnel tests with image analysis technique showed that, under the prevailing climatological conditions of Samawah, wind erosion can be efficiently mitigated with the MICP treatment. The treated aeolian showed satisfactory resilience to deterioration by cyclic variation of moisture and temperature, with a limited degradation of the cementation agent at the exposed surfaces. At the surface of the treated specimens, a sporadic transport of the surficial weakly bonded particles took place during the wind erosion test at wind velocities higher than those detected in the untreated aeolian. Qualitatively, the MICP treatment with a total volume of 2 L/m2 and cementation solution concentration of 0.5M was the most beneficial treatment with respect to bond strength and depth of improvement.
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.