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This study investigates the use of microbial induced calcite precipitation (MICP) for sand consolidation and cement mortar crack remediation using the bacterium Sporosarcina pasteurii. The research evaluates different calcium sources (calcium chloride, calcium acetate, and calcium nitrate) for their effectiveness in enhancing compressive strength and reducing water absorption in consolidated sand. Results indicate that calcium chloride yields the highest strength and lowest water absorption, making it the m

Author

Muhammad Ma'ruf R

Language

EN