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PERFORMANCE BASED DESIGN FOR SEISMIC DESIGN OF GEOSYNTHETICS-LINED WASTE CONTAINMNT SYSTEMS (2012)
A performance-based methodology for seismic analysis and design of the geosynthetic elements of waste containment systems, including landfills and heap leach pads, has been developed. The methodology offers a rational alternative to the current state of practice for seismic design of geosynthetic containment system elements in which a decoupled Newmark-type displacement analysis is used to calculate a permanent seismic displacement.
Reference:
SECOND INTERNATIONAL CONFERENCE ON PERFORMANCE-BASED DESIGN IN EARTHQUAKE GEOTECHNICAL ENGINEERING, May 28-30, 2012 - TAORMINA (ITALY), Keynote Lecture No. 19
SECOND INTERNATIONAL CONFERENCE ON PERFORMANCE-BASED DESIGN IN EARTHQUAKE GEOTECHNICAL ENGINEERING, May 28-30, 2012 - TAORMINA (ITALY), Keynote Lecture No. 19
Organization:
Arizona State University, Tempe, Arizona
USA
Arizona State University, Tempe, Arizona
USA
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