A novel risk assessment method for landfill slope failure: Case study application for Bhalswa Dumpsite, India.
Rapid population growth of major urban centres in many developing countries has created massive landfills with extraordinary heights and steep side-slopes, which are frequently surrounded by illegal low-income residential settlements developed too close to landfills. These extraordinary landfills are facing high risks of catastrophic failure with potentially large numbers of fatalities. This study presents a novel method for risk assessment of landfill slope failure, using probabilistic analysis of potential failure scenarios and associated fatalities. The conceptual framework of the method includes selecting appropriate statistical distributions for the municipal solid waste (MSW) material shear strength and rheological properties for potential failure scenario analysis. The MSW material properties for a given scenario is then used to analyse the probability of slope failure and the resulting run-out length to calculate the potential risk of fatalities. In comparison with existing methods, which are solely based on the probability of slope failure, this method provides a more accurate estimate of the risk of fatalities associated with a given landfill slope failure. The application of the new risk assessment method is demonstrated with a case study for a landfill located within a heavily populated area of New Delhi, India.
1 Department of Civil Engineering, University of Toronto, Canada.
Ali
A
Jahanfar
2 Department of Civil Engineering, University of Malaya, Malaysia.
Mohsen
M
Amirmojahedi
3 School of Engineering, University of Guelph, Canada.
Bahram
B
Gharabaghi
4 Department of Civil Engineering, Indian Institute of Technology, India.
Brajesh
B
Dubey
3 School of Engineering, University of Guelph, Canada.
Edward
E
McBean
5 Department of Environment Management Services, North Delhi Municipal Corp, India.
Dinesh
D
Kumar
D007194:India; D012037:Refuse Disposal / Q000379:methods*; D012212:Rheology; D018570:Risk Assessment; D033081:Shear Strength; D062611:Solid Waste / Q000032:analysis; D064091:Waste Disposal Facilities
D062611:Solid Waste
Bhalswa Dumpsite; Landfill; dumpsite; risk assessment; slope stability