利用微生物诱导的碳酸盐降水控制风成沉积物的风蚀

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Muayad A. Al-Sharrad, Hadeel S. Sulaiman, Ahmed K. Ftaikhan
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引用次数: 0

摘要

通过室内风洞试验,研究了表面微生物诱导方解石降水(MICP)处理对三马洼风沙沉积物风蚀的控制效果。通过进行加速耐久性试验,研究了该材料在湿度和温度循环变化下的回弹性。若干风成标本分别以2、1或0.5 L/m2的总体积进行MICP处理。处理为巴氏芽孢杆菌悬浮液和0.5M或0.25M胶结液,体积比为1:1。处理后的结皮为碳酸钙含量0.6 ~ 2.1%、平均厚度8.7 ~ 23.5 mm的胶结砂。利用图像分析技术对风洞试验结果进行分析,结果表明,在Samawah的主要气候条件下,采用MICP处理可以有效地缓解风蚀。经处理的风积物对湿度和温度循环变化的退化表现出满意的恢复能力,胶结剂在暴露表面的降解有限。在风蚀试验期间,处理过的样品表面弱结合颗粒在风速高于未处理的风成物中检测到的风速下发生了零星的输运。定性地说,总体积为2 L/m2、胶结液浓度为0.5M的MICP处理在胶结强度和改善深度方面是最有利的处理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
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.
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