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首页> 外文期刊>Geotextiles and Geomembranes >Self-healing of circular and slit defects in GCLs upon hydration from silty sand under applied stress
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Self-healing of circular and slit defects in GCLs upon hydration from silty sand under applied stress

机译:施加应力下粉煤中水合圆形和裂隙缺陷的自我愈合

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摘要

The self-healing of a GCL with artificial defects (circular holes and rectangular slits, both with and without the carrier geotextile preserved below the holes) upon hydration on a Godfrey silty sand (GSS) subgrade with w(fdn) = 5, 10 and 16% under 2-100 kPa is examined. Circular holes with the carrier geotextile missing below holes with diameters up to 25.4 mm self-healed on the w(fdn) = 5% and 10% GSS but not on 16% GSS, while none self-healed when carrier geotextile was preserved below the holes. When DI water was introduced to the surface under 100 kPa, circular holes with diameter up to 38.1 mm self-healed. Neither the single 15 mm-wide slit nor double 15 mm-wide parallel slits with 20 mm-wide strip of undamaged GCL between them resting on w(fdn) = 10% GSS under 20 kPa fully self-healed. The introduction of simulated synthetic landfill leachate (SSL) to the GCL surface under 70 kPa did not result in self-healing. Post-hydration k tests found that GCL without a carrier geotextile below a hole up to 25.4 mm in diameter would not have a significant adverse effect on the hydraulic conductivity compared with an intact GCL provided the permeant was tap water rather than SSL.
机译:用人工缺陷(圆孔和矩形狭缝的GCL的自我愈合(圆孔和矩形狭缝,无论是在孔下方保存的载体土工纺织品)在W(FDN)= 5,10和10和10检查2-100 KPA下的16%。与载体土工织物的圆孔缺失直径,直径高达25.4毫米,在W(FDN)上自愈= 5%和10%GSS,但不是16%GSS,而当载体土工织物保存下方时,没有自愈洞。当将DI水引入100kPa下的表面时,直径高达38.1mm的圆孔自愈。在W(FDN)之间,单个15毫米宽的狭缝和双15毫米平行的平行狭缝,依赖于W(FDN)= 10%GSS,在20kPa下的10%GSS完全自愈。将模拟的合成垃圾填埋场渗滤液(SSL)引入70kPa下的GCL表面不会导致自愈合。后水合作用K检验发现,与孔径低于25.4mm的孔的GCL与直径高达25.4mm的孔,与完整的GCl相比,提供了PermeNTT的完整GCl而不是SSL的液压导电性的显着不利影响。

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