I am working on slope stability analysis for landfills. I would like to know how excessive leachate head due to rainfall or liquid injection leads to slope failure.
I am not a Geo-technical engineer so I can not elaborate on it. But I can refer you to a good paper on the topic:
Blight, G. (2008). Slope failures in municipal solid waste dumps and landfills: a review. Waste Management & Research, 26(5), 448-463.
Amit
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