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The objective of the research is to develop guidelines for identifying when settlement or seismic loading presents a threat to the integrity of geosynthetic elements for both side slope and cover systems in landfills, and advance further investigation for parameters which influence the strains in the barrier systems.

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    Date Created
    2013
    Resource Type
  • Text
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    Note
    • Partial requirement for: M.S., Arizona State University, 2013
      Note type
      thesis
    • Includes bibliographical references (p. 84-85)
      Note type
      bibliography
    • Field of study: Civil engineering

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    by Xuan Wu

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