Systematic review of alternative materials that improve retention of potentially toxic metals in soil/clay liners in waste disposal areas.

When soils available for the construction of liners do not display the characteristics necessary for a good performance, mixtures with other materials can be employed for achieving the desired quality. Several researchers have addressed those mixtures from either a geotechnical or a gas diffusion perspective, emphasizing low hydraulic conductivity. However, in recent years, growing attention has been drawn to the ability of liners to mitigate contamination. The literature lacks studies on the use of amendments for soil liners or cover systems to retain potentially toxic metals, which are important inorganic contaminants. This paper provides a systematic review of the literature considering publications available on Web of Science and SpringerLink databases between January 1st, 2012, and December 5th, 2022. The aim of the review was to identify the types of soils and amendments studied as liners or cover systems for such retention of potentially toxic metals, the methodologies of application of the alternative materials in the soils, and the research gaps and perspectives in the field. Seventeen papers that addressed 31 materials as amendments were retrieved. The most studied amendment was coal fly ash, and 17 amendments were residues or by-products, which indicates concerns over waste destination and sustainability. Among the potentially toxic metals analyzed are Pb, Cu, and Cd. Gaps such as lack of pilot, field-scale, and long-term studies, as well as perspectives for future research (e.g., different liner configurations, concomitant mixtures of two or more materials in the soil, and focus on the sustainability of amendments), were identified.

Uso de argilas expansivas em camadas de impermeabilização de coberturas de aterros sanitários no Nordeste do Brasil / Use of expansive clays in waterproofing layers of landfill of the final cover in Northeastern Brazil

RESUMO Os aterros sanitários são obras construídas para o confinamento seguro dos resíduos sólidos e, entre seus elementos de projeto, destaca-se a camada de impermeabilização da cobertura final, frequentemente construída com solo argiloso, que deve, entre outras funções, minimizar ao máximo a infiltração de águas pluviais para o interior do aterro e o fluxo de gases com o meio ambiente. As características físicas, químicas e mineralógicas dos materiais dessa camada devem ser analisadas para a avaliar seu potencial de utilização. O presente trabalho teve como objetivo avaliar o desempenho de argilas expansivas, sujeitas à variação de umidade, como material impermeabilizante de cobertura de aterros sanitários, sendo caracterizadas duas amostras por meio de ensaios geotécnicos. As características foram compatíveis com os requisitos exigidos nas normas consultadas. A parte superior de uma camada de argila compactada foi reproduzida com uma das amostras em um modelo experimental, sujeita à secagem, com observação da formação de trincas e medições do teor de umidade ao longo do tempo e profundidade. A formação de trincas na superfície se iniciou para teores de umidade acima do limite de plasticidade. A aplicação de uma carga hidráulica na superfície após a etapa de secagem resultou em um fechamento das trincas em razão da expansão da argila, indicando eficiência na restrição de entrada de águas pluviais. No entanto, o uso de material expansivo para esse fim deve ser investigado quanto ao seu desempenho em campo, tanto na fase de construção, durante a compactação, quanto de operação, quando estará sujeito às variações climáticas.

ABSTRACT Solid waste landfills are works built to contain solid urban waste, being the most used final disposal method in Brazil. One of the most important components of the project is the final cover, the low hydraulic conductivity layer, with clayey materials, which has the function of minimizing the infiltration of rainwater into the landfill and the entry and exit of gases. The physical, chemical and mineralogical characteristics of clayey materials must be analyzed for potential use as a cover layer. The present work aimed to evaluate the use of clays, with expansive characteristics, subject to water content variations, as cover material in landfills, being characterized two clay samples through geotechnical tests. The characterization indicated samples with characteristics compatible with the requirements demanded by the consulted standards. One of them was used in a laboratory model and reproduced the upper part of a layer of compacted clay, subject to drying on the surface, with observation of the formation of cracks, and with measurements of the water content over time and depth. Cracks on the clay surface occurred during the drying process, starting for water contents above the limit of plasticity of the clay. The application of a hydraulic head on the surface, after the drying step, resulted in cracks closure, due to the expansion of the clay, indicating efficiency in the restriction of rainwater entry. However, the use of expansive material for this purpose should be investigated regarding its performance in the field, both in the construction phase, during compaction, and in operation, subject to climatic variations.