2015
DOI: 10.1007/s12205-015-0268-5
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Stress-strain behaviour and shear strength of Municipal Solid Waste (MSW)

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Cited by 5 publications
(3 citation statements)
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“…Before tests, the MSW specimens were saturated in combination with vacuum pumping saturation, water head saturation, and back-pressure saturation methods. The detailed saturation methods were reported by Li and Shi. (2016).…”
Section: Testing Programmentioning
confidence: 99%
“…Before tests, the MSW specimens were saturated in combination with vacuum pumping saturation, water head saturation, and back-pressure saturation methods. The detailed saturation methods were reported by Li and Shi. (2016).…”
Section: Testing Programmentioning
confidence: 99%
“…Mechanical compression is caused by the self-weight stress of the MSW body and the imposed load, which alter the pores filled with gas and water. The biochemical process is usually accompanied by the transformation of the material phase, in which the solid-phase degradable material is transformed into liquid-phase leachate and gasphase landfill gas [3,[29][30][31]. Deformation occurs as solid-liquid-gas interaction processing within the landfill, which can be complicated and prolonged or can happen unexpectedly.…”
Section: Analysis Of Deformation Mechanismmentioning
confidence: 99%
“…The failure probability of the landfill was determined by considering the uncertainties of shear strength parameters of MSW, i.e., the friction angle and cohesion. Monte Carlo simulation, one of the most popular probabilistic approaches, was first applied for the hazard assessment of landslides by Calvo and Savi [30] and was used here to calculate the probability distribution of the factor of safety (FOS). A slope will fail only if the FOS is lower than unity, which is the probability of failure (P(FOS < 1)).…”
Section: Quantitative Risk Assessment Of Potential Landfill Failurementioning
confidence: 99%