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A review of geosynthetic liner system technology
Institution:1. Department of Chemical and Biochemical Engineering, Technical University of Denmark, Lyngby, Denmark;2. Departamento de Procesos y Tecnología, Universidad Autónoma Metropolitana-Cuajimalpa, Ciudad de México, Mexico;1. Department of Radiology and Radiological Science, Medical University of South Carolina, Ashley River Tower, MSC 226, 25 Courtenay Drive, Charleston, SC 29425;2. Department of Diagnostic and Interventional Radiology, University Hospital Frankfurt, Frankfurt, Germany;3. Institute for Clinical Radiology, Ludwig-Maximilians-University Hospital, Munich, Germany;4. Division of Cardiology, Department of Medicine, Medical University of South Carolina, Ashley River Tower, MSC 592, 25 Courtenay Drive, Charleston, SC 29425;5. Department of Radiological Sciences, Oncology and Pathology, University of Rome “Sapienza”—Polo Pontino, Latina, Italy;6. Scuola di Specializzazione in Radiodiagnostica, University of Milan, Milano, Italy;7. Department of Radiology, Samsung Medical Center, Sungkyunkwan University School of Medicine, Seoul, Republic of Korea;8. Department of Radiology, Peking Union Medical College Hospital, Chinese Academy of Medical Sciences, Beijing, China
Abstract:This paper presents a general review of geosynthetic liner systems design considerations. The paper emphasizes the fundamental differences between a liner and a liner system, discusses the types of liner systems that are effective in landfill applications, and discusses how the components of a liner system may vary depending on the type of application, regulatory requirements, site hydrogeologic and climatic conditions, and the availability of materials. Regarding regulatory considerations, the paper discusses how liner systems must be selected and designed in conformance with regulatory performance standards in order to ensure long-term protection of the environment, and notes that many American state regulations for municipal waste landfills include minimum design guidelines that may be inadequate to meet the state's performance standards. The two aspects of chemical compatibility—retention and resistance to chemical attack—are discussed, and a generalized approach to designing geosynthetic liner systems is presented. The paper concludes with a discussion on future needs of the discipline and the industry.
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