现场观察了复合衬垫中五个GCL的GCL面板收缩

IF 3 3区 工程技术 Q2 ENGINEERING, GEOLOGICAL Canadian Geotechnical Journal Pub Date : 2023-08-01 DOI:10.1139/cgj-2022-0397
Amy K. Rentz, R. Brachman, R. Rowe, W. A. Take
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引用次数: 0

摘要

在QUELTS II实验中,对仅覆盖黑色土工膜、白色土工膜和0.3 m砾石覆盖物的一种GCL类型以及仅覆盖黑色土工膜长达28个月的四种GCL进行了现场观察的收缩量化和比较。所有GCL都采用针刺土工布包裹:一种含有细颗粒膨润土,两种含有粉状膨润土,一种含有聚合物改性颗粒膨润土,一种是多组分GCL,涂膜安装膜。所检查的所有gcl都有收缩的潜力,收缩的幅度主要取决于它所经受的热/湿循环以及面板重叠部分之间的粘附程度。研究表明,面板重叠附着力变化很大,这主要是由于在日常热循环中,土工膜皱褶下的水蒸气凝结。当初始GCL重叠300 mm时,28个月后观察到的收缩留下了≥32%的原始重叠,然而,如果重叠只有150 mm,那么几个GCL就会出现间隙或无效看起来。提供了关于减少GCL面板收缩的指导。
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Field observed GCL panel shrinkage for five GCLs in composite liners
Field observed shrinkage was quantified and compared for one GCL type left covered only by a black geomembrane, a white geomembrane and 0.3 m of gravel cover, and additionally for four GCLs left covered only by a black geomembrane for up to 28 months exposure at the QUELTS II experiment. All GCLs were needle-punched geotextile encased: one containing fine granular bentonite, two with powdered bentonite, one with polymer amended granular bentonite, and one multicomponent GCL with a film coating installed film up. All the GCLs examined have the potential to shrink with the magnitude of the shrinkage primarily dependent on the thermal/moisture cycles to which it is subjected and the degree of adhesion between panel overlaps. It is shown that the panel overlap adhesion can be highly variable and this is primarily attributed to condensation of water vapour below geomembrane wrinkles during daily thermal cycles. With a an initial GCL overlap of 300 mm, the shrinkage observed over 28 months left ≥ 32% of the original overlap, however if the overlap had been only 150 mm then gaps or ineffective seems would have occurred for several GCLs. Guidance regarding mitigating GCL panel shrinkage is provided.
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来源期刊
Canadian Geotechnical Journal
Canadian Geotechnical Journal 地学-地球科学综合
CiteScore
7.20
自引率
5.60%
发文量
163
审稿时长
7.5 months
期刊介绍: The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.
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