ClosureTurf for Final Closure of Coal Combustion Residuals: Shear Strength, Slope Stability and Design Life

/ClosureTurf for Final Closure of Coal Combustion Residuals: Shear Strength, Slope Stability and Design Life

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 turf. In fact, there are two interfaces in ClosureTurf®—the interface between the engineered turf and the structured geomembrane, and the interface between the structured geomembrane and the subgrade soil or waste.

Landfills settle as a result of coal combustion residual (CCR) compression and the consolidation of foundation soils. The dewatering and consolidation of sludge, as well as differential settlement, can create depressions in the final cover, causing traditional soil covers to crack and ponding to occur on the cover surface. Engineered turf systems will tolerate a much larger differential settlement than soil covers due to the elongation of the geomembrane. The flexibility of the system conforms to the surface depressions without damaging the cover.

With the low load-bearing capacity of saturated ash, there are concerns that the additional geotechnical loading of a soil or clay cap and vegetated soil cover could produce excessive surcharge stresses, creating the geotechnical instability (i.e., sloughing) conditions often associated with very low California Bearing Ratio test value subgrades. What we have found through the successful deployment of geosynthetics is that it eliminates the possibility that these settlements will result in reversing the final grades of the cover due to the additional surcharge-type loading after the geomembrane installation.

Design Life

If properly maintained, the engineered synthetic turf layer will have a 100+- year functional longevity. The results of 10 years of independent weathering data for the synthetic turf yarns tell us that the projected half-life of the engineered turf layer far exceeds 176 years. This longevity has been independently evaluated by multiple organizations that are experienced in the longevity performance of geosynthetics. The underlying geomembrane will last much longer because the engineered synthetic turf layer provides protection of the structured geomembrane so that it is not exposed to the environment. In fact, studies by the Geosynthetic Institute show that the geomembrane can last more than 400 years under covered conditions.

Wind tunnel testing was conducted at Georgia Tech Research Institute to evaluate the wind uplift of engineered turf. Wind actually created a downward force on the turf, and it resisted a hurricane-force wind of 120 mph without being lifted. Several project installations have experienced significant, if not historic, weather events, including hurricane-force winds and recordsetting rainfall. A closure project in South Carolina endured a 1,000-year rain event when a hurricane swept through the area, and a Florida Panhandle project experienced a historic 500-year storm event in which 5.68 inches fell in a single hour (26 inches total in a 24-hour period). No damage to the system was incurred. Additionally, northern installations with an engineered turf system have provided opportunities to evaluate its performance in areas that encounter cold, high wind, and snowy conditions. Geosynthetics perform exceptionally well in each of these extreme-weather scenarios.

Learn more about Geosynthetic Solutions for Final Closure of Coal Combustion Residuals:

2019-05-15T10:23:08-04:00May 13th, 2019|News/Blog|