微生物诱导的稳定冲击土:压力强度-毛细血管吸水 相互关系
Neha Vivek A1, Prasanna Kumar P1, Divijendranatha Reddy2
1Department of Civil Engineering, B.M.S. College of Engineering, Bengaluru, India.
Heliyon
|March 5, 2025
概括
微生物诱导的碳酸沉 (MICP) 增强了水泥稳定型土 (RE) 施工. 这种可持续的方法将压力强度提高了26%,并减少了水的吸收,提高了RE的耐用性.
科学领域:
- 建筑材料科学 建筑材料科学
- 地质技术工程 地质技术工程
- 生物技术是生物技术.
背景情况:
- 土 (RE) 是一种可持续的建筑材料,用水泥稳定.
- 由于RE易于通过毛孔吸收水分,因此降低了其强度和寿命.
- 目前的方法缺乏有效的孔隙填充解决方案,用于可再生能源中的水泥材料.
研究的目的:
- 调查微生物诱导的碳酸沉 (MICP) 在改善水泥稳定的RE的有效性.
- 评估MICP对压力强度和水吸收的影响.
- 为了确定强度和MICP处理的RE中吸水率之间的关系.
主要方法:
- 在造水泥稳定型土标本时加入MICP.
- 对经过处理和未经处理的标本进行压力强度测试.
- 毛细血管吸水测试以评估耐用性.
主要成果:
- 通过MICP治疗,压力强度平均增加了26%.
- 在MICP诱导的标本中观察到毛细血管吸收水的显著减少.
- 确立了增强的压力强度和减少的水吸收之间的相关性.
结论:
- MICP显示了提高水泥稳定土性能的巨大潜力.
- 该技术有效地填充毛孔,抑制水的吸收,延长材料的寿命.
- 进一步的研究是必要的,以广泛的微生物稳定在RE建设.
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