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Assessing Induced Pore Pressure and Suction Stress under Undrained Compression of Filtered Tailings
Publisher: American Society of Civil Engineers
Abstract: AbstractThe stability of filtered tailings stacks requires a dense particle structure to be
created via compaction following placement or potentially from desiccation due to
atmospheric drying and/or compression due to ...
Synthetic Mining Solutions for Laboratory Testing of Geosynthetic Clay Liners
Publisher: American Society of Civil Engineers
Abstract: Geosynthetic clay liners (GCLs) are increasingly used in engineering and environmental applications that include nonstandard solution chemistry. Long-term exposure of geosynthetics to nonstandard solutions in containment ...
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