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This study explores the effectiveness of Microbially Induced Calcite Precipitation (MICP) and Enzyme Induced Calcite Precipitation (EICP) in stabilizing organic clay soils, utilizing machine learning models for performance prediction. Results indicate significant improvements in soil mechanical properties, with MICP increasing Unconfined Compressive Strength (UCS) by 10% to 66% and EICP reducing liquid limits. The research emphasizes sustainable soil stabilization methods that mitigate environmental concern

Author

International Journal of Innovative Science and Research Technology

Language

EN