Berm design to reduce risks of catastrophic slope failures at solid waste disposal sites.
Existing waste disposal sites are being strained by exceeding their volumetric capacities because of exponentially increasing rates of municipal solid waste generation worldwide, especially in densely populated metropolises. Over the past 40 years, six well-documented and analyzed disposal sites experienced catastrophic failure. This research presents a novel analysis and design method for implementation of a series of in-situ earth berms to slow down the movement of waste material flow following a catastrophic failure. This is the first study of its kind that employs a dynamic landslide analysis model, DAN-W, and the Voellmy rheological model to approximate solid waste avalanche flow. A variety of single and multiple berm configuration scenarios were developed and tested to find an optimum configuration of the various earth berm geometries and number of berms to achieve desired energy dissipation and reduction in total waste material runout length. The case study application of the novel mitigation measure shows that by constructing a series of six relatively inexpensive 3 m high earth berms at an optimum distance of 250 m from the slope toe, the total runout length of 1000 m and associated fatalities of the Leuwigajah dumpsite catastrophic failure in Bandung, Indonesia, could have been reduced by half.
School of Engineering, University of Guelph, Guelph, ON, Canada.
Matteo
M
De Stefano
School of Engineering, University of Guelph, Guelph, ON, Canada bgharaba@uoguelph.ca.
Bahram
B
Gharabaghi
School of Engineering, University of Guelph, Guelph, ON, Canada.
Ryan
R
Clemmer
Department of Civil Engineering, University of Toronto, Toronto, ON, Canada.
M Ali
MA
Jahanfar
D007214:Indonesia; D055876:Landslides; D008962:Models, Theoretical; D012037:Refuse Disposal / Q000379:methods*; D012212:Rheology / Q000379:methods; D064091:Waste Disposal Facilities
DAN-W; Landfill; earth berm; failure; runout length; slope stability