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This article discusses laboratory testing procedures and results regarding the consolidation of hard rock mine tailings under both positive and negative pore water pressures. The study presents experimental protocols for assessing the behavior of low-density tailings through compression tests, highlighting the effects of net vertical stress and suction on compressibility parameters. The findings are intended to enhance understanding of tailings consolidation in field conditions where varying pore water pres

Author

aminghaffari336

Language

EN