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Updated: May 10, 2025

Sandy Soil Improvement through Microbially Induced Calcite Precipitation MICP by Immersion
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通过碳化残留物和大米灰的可持续次级改进

Saba Anjum1, Abhishek Sharma2, Kennedy C Onyelowe3,4

  • 1Civil Engineering Department, Chandigarh University, Mohali, Punjab, India.

Scientific reports
|April 24, 2025
PubMed
概括

用碳化残留物 (CCR) 和大米灰 (RHA) 稳定广的黑棉土壤 (BCS),可显著减少胀并提高强度. 最佳的混合比例提高承载能力,降低路面厚度,提供具有成本效益的,可持续的地质技术解决方案.

关键词:
碳化物残留物 碳化物残留物广的土壤 广的土壤地质技术特征 地质技术特征大米皮灰的灰

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