Location

San Diego, California

Session Start Date

5-24-2010

Session End Date

5-29-2010

Abstract

This paper presented survey of solid waste without geosynthetics in Boroujerd and Silakhor earthquake and it’s compared with a case of solid waste with geosynthetics under seismic in earthquake of Boroujerd. The result of performance of solid waste soils during earthquakes is the most real source of information on the seismic reaction of solid waste soils. The information from a big Broujerd and Silakhor earthquakes indicate that the typical performance of soils during earthquake is different. Thus, combined with the fact that limited soil with geosynthetic liners and no more waste soil with a geosynthetic use have been subjected to different ground movement, indicate that attention to detail is very important for design, geosynthetic and reinforced waste soil in areas of high earthquake.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Meeting Name

Fifth Conference

Publisher

Missouri University of Science and Technology

Publication Date

5-24-2010

Document Version

Final Version

Rights

© 2010 Missouri University of Science and Technology, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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May 24th, 12:00 AM May 29th, 12:00 AM

Performance of Solid Waste Soil in Earthquake of Boroujerd and Silakhor

San Diego, California

This paper presented survey of solid waste without geosynthetics in Boroujerd and Silakhor earthquake and it’s compared with a case of solid waste with geosynthetics under seismic in earthquake of Boroujerd. The result of performance of solid waste soils during earthquakes is the most real source of information on the seismic reaction of solid waste soils. The information from a big Broujerd and Silakhor earthquakes indicate that the typical performance of soils during earthquake is different. Thus, combined with the fact that limited soil with geosynthetic liners and no more waste soil with a geosynthetic use have been subjected to different ground movement, indicate that attention to detail is very important for design, geosynthetic and reinforced waste soil in areas of high earthquake.