Variation of crack intensity factor in three compacted clay liners exposed to annual cycle of atmospheric conditions with and without geotextile cover

• Published in: Waste management (Elmsford) 2014-08, Vol.34 (8), p.1408-1415
• Main Authors: Safari, E., Jalili Ghazizade, M., Abduli, M.A., Gatmiri, B.
• Format: Article
• Language: English
• Subjects: Aluminum Silicates; Applied sciences; Atmosphere; Atmospherics; Clay (material); Climate; Compacted clay liner; Crack intensity factor; Cracks; Desiccation; Desiccation cracking; Equipment Design; Exact sciences and technology; Exposure; Fracture mechanics; General treatment and storage processes; Geotextile; Geotextiles; Iran; Landfill barrier; Other wastes and particular components of wastes; Phase (cyclic); Plastics; Pollution; Refuse Disposal - methods; Seasons; Soil; Soil Pollutants - chemistry; Soils; Temperature; Textiles; Time Factors; Waste Disposal Facilities; Wastes; Water Pollutants, Chemical - analysis
• ISSN: 0956-053X; 1879-2456
• DOI: 10.1016/j.wasman.2014.03.029

•Geotextile effectively reduced desiccation cracking in compacted clayey soils.•Geotextile appeared to enhance moisture retention in the soil and therefore reducing the potential for cracking.•Higher plastic index and fines seem to be contributing to higher CIF values. Performance of compacted clay liners commonly used as landfill barrier systems can be subject to decline in terms of hydraulic conductivity if left exposed to atmospheric conditions for an extended period of time prior to placement of overlaying layers. The resulting desiccation cracking can lead to increased hydraulic conductivity. Desiccation crack intensity was studied for three clayey soils commonly used for construction of landfill barrier system in a relatively large scale test setup exposed to real time atmospheric conditions over a complete annual cycle. A white separator geotextile cover was presumed to be capable of reducing the intensity of desiccation cracking through absorbing and maintaining higher amounts of moisture and reducing the temperature of the soil surface in comparison to a directly exposed soil surface. Desiccation cracking was monitored using a digital imaging technique for three compacted clay liners in two sets, one open to air and the second covered with the white geotextile. Crack intensity factor approached a relatively stable phase after certain cycles corresponding to atmospheric dry wet cycles. The results indicated that the white separator geotextile was capable of reducing the crack intensity factor by 37.4–45.9% throughout the experiment including the cyclic phase of desiccation cracking. During the stable phase, the maximum reduction in crack intensity factor of 90.4% as a result of applying geotextile cover was observed for the soil with the lowest plastic index and clay content and therefore the lowest magnitude of crack intensity factor. The other two soils with similar clay content but different plastic index showed 23.6% and 52.2% reductions in crack intensity factor after cyclic phase when covered with geotextile.