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Publications by [Kavazanjian E.]
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Thiel R. , Kavazanjian E. et al.
<p>This paper presents a methodology for designing side slope liner systems to accommodate downdrag due to waste settlement. Settlement and downdrag along steep-lined slopes in landfills and other waste or mining containment facilities (e.g. heap leach pads, ...
Filed under: Environmental Geoengineering - Geosynthetics in WasteReference: Proceedings for Tenth International Conference on Geosynthetics (ICG 10), Berlin, Germany, Sep 21-25, 2014.
Kavazanjian E. , Arab M. et al.
<p>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 ...
Filed under: Environmental Geoengineering - Geosynthetics in WasteReference: SECOND INTERNATIONAL CONFERENCE ON PERFORMANCE-BASED DESIGN IN EARTHQUAKE GEOTECHNICAL ENGINEERING, May 28-30, 2012 - TAORMINA (ITALY), Keynote Lecture No. 19
LRFD SEISMIC ANALYSIS AND DESIGN OF TRANSPORTATION GEOTECHNICAL FEATURES AND STRUCTURAL FOUNDATIONS (2011)
Kavazanjian E. , Martin G. R. et al.
<p>This manual is intended to provide a technical resource for bridge and geotechnical engineers responsible for seismic analysis and design of transportation geotechnical features and structures such as soil and rock slopes, earth embankments, retaining structures ...
Filed under: Earthquake Engineering - Seismic Mitigation and DesignReference: Federal Highway Administration, FHWA-NHI-11-032, 2011
An investigation was undertaken to evaluate the integrity of a geogrid - reinforced steep slope subjected to significant differential settlements and seismic loading. The reinforced soil structure under investigation was constructed in 1987 in order to enhance ...
Filed under: Earthquake Engineering - Seismic Mitigation and DesignReference: Soils and Foundations, Japanese Geotechnical Society, Vol. 41, No. 6, 2001