737-6 Polypropylene Fiber Amendments to Alleviate Initiation and Evolution of Dessication Cracks in Bentonite Liners.

See more from this Division: S01 Soil Physics
See more from this Session: Environmental Soil Physics: Bridging the Critical Zone to Crops, Climate, and Remediation: I

Wednesday, 8 October 2008: 11:00 AM
George R. Brown Convention Center, 362F

Markus Tuller, Department of Soil, Water, and Environmental Science, The University of Arizona, Tucson, AZ and Thomas Gebrenegus, Soil and Land Resources Division, Univ. of Idaho, Moscow, ID
Abstract:
Sodium saturated bentonite is a major constituent of compacted and geosynthetic liners and covers for hydraulic isolation of hazardous waste, playing a crucial role in protecting groundwater and other environmental resources from harmful landfill leachates. Due to favorable hydraulic properties (i.e., low permeability), large surface area and associated adsorption capacity for particular contaminants, and relative abundance and low cost, bentonite is the material of choice in many modern waste containment systems. However, long-term interactions between bentonite and waste leachate and exposure of bentonite to desiccative conditions may significantly deteriorate liner or cover performance and ultimately lead to failure of containment systems. In the presented study we investigated the potential usefulness of polypropylene fiber amendments for preventing initiation and evolution of desiccation cracks, while maintaining acceptably low permeability under saturated conditions. Well-controlled desiccation experiments were conducted using initially saturated bentonite-sand mixtures that contained varying amounts polypropylene fibers. Initiation and evolution of surface cracks were observed by means of X-Ray Computed Tomography (CT). Advanced image analysis techniques such as mathematical morphology were employed to characterize and quantify 2-D and 3-D features of the evolving crack networks. Potential negative effects of employed additives on saturated hydraulic conductivity were determined with fully-automated Flexible Wall Permeametry (FWP).

See more from this Division: S01 Soil Physics
See more from this Session: Environmental Soil Physics: Bridging the Critical Zone to Crops, Climate, and Remediation: I