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Updated: Jun 24, 2026

Sandy Soil Improvement through Microbially Induced Calcite Precipitation (MICP) by Immersion
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Leaching behavior of RM-FGD based backfilling grout under cyclic-pressure and wet-dry cycles induced by underground

Guiyong Liu1, Weizheng Liu2, Weihua Lu3

  • 1School of Civil Engineering, Central South University, Changsha, 410075, China.

Environmental Research
|June 22, 2026
PubMed

Keywords:
Backfilling & grouting materialsCyclic hydrostatic pressureHeavy metal leachingIndustrial solid wasteWet-dry cycles

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