ClosureTurf for Final Closure of Coal Combustion Residuals: Shear Strength, Slope Stability and Design Life
Shear Strength and Slope Stability Traditional soil covers are subject to veneer-type slope failure due to insufficient interface shear strength and the possibility of excess hydraulic head in the soil cover. By removing the burden of the heavy soil layers, final cover slope stability is significantly improved due to the highly durable interfaces of engineered […]