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Modification to Translational Failure Analysis of Landfills Incorporating Seismicity
Journal article   Peer reviewed

Modification to Translational Failure Analysis of Landfills Incorporating Seismicity

Xuede Qian and Robert M Koerner
Journal of geotechnical and geoenvironmental engineering, v 136(5), pp 718-727
May 2010

Abstract

TECHNICAL PAPERS
This paper extends a previously developed method of the writers by using a pseudostatic approach to conduct seismic stability analysis for potential translational failures of multilayer lined landfills. Assuming that the designed seismic coefficient, ks , is known, the factor of safety against translational failure for lined landfills can be calculated from the new developed equations. The critical interface with the seismic yield coefficient, ky , is generally located at different interfaces along the back slope and along the base. The failure surface is seen to transfer from one interface to another with changes of dimensions of the top width, depth, and front slope of the waste mass. Using this method, a waste filling sequence can be generated so as to maintain the ky -value above a stipulated value during landfill operations. It is important to ensure that the minimum ky -value at the critical interface is always equal to or greater than a targeted value during the waste filling sequence and after closure corresponding to the different geometric dimensions of the waste mass.

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27 citations in Scopus

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This publication has contributed to the advancement of the following goals:

#12 Responsible Consumption & Production
#7 Affordable and Clean Energy
#13 Climate Action
#11 Sustainable Cities and Communities

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Web of Science research areas
Engineering, Geological
Geosciences, Multidisciplinary
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