Slope Stability of Landfill with Waste Degradation

Abstract

Nowadays, a large amount of municipal solid waste (MSW) is generated due to the rapid urbanisation in developing countries leads to the demand for larger and higher capacity landfills. Bioreactor landfill technology has been introduced to accelerate the stability of landfill and to solve the issue of limited landfill area. However, the accelerated degradation of the refuse in bioreactor landfills also considerably changes the geotechnical characteristics of the waste in the landfill and thereby increases the concern for waste stability. Hence, this study aims to analyse the stability of both conventional and bioreactor landfill slope with the effects of waste degradation. Finite element method has been used in the slope stability analysis and the stability is presented by the factor of safety. The objectives of this study are i) to determine and assess the main parameter which influences the stability of the waste slope, ii) to determine the effects of waste degradation to the waste properties and iii) to obtain the factor of safety of the landfill slope using numerical analysis by finite element method. From the literature review, it is found that slope stability of a landfill mainly depends on the geotechnical properties of waste, such as moisture content, unit weight, shear strength parameters and hydraulic conductivity of waste. After the degradation process, engineering properties of field refuse are affected which includes the increased pore-water pressure and unit weight, decreased strength and lower hydraulic conductivity. Based on the analysis of conventional landfill slope stability by using Plaxis software, slope ratio of 1:3, 1:4 and 1:5 calculated safe with 1.69, 2.3 and 2.8 whereas the analysis of bioreactor landfill slope stability calculated safe only for slope ratio of 1:4 and 1:5 with 1.60 and 1.97. Moreover, the factor of safety for steeper slopes is lower and vice versa. From the parametric analysis, it is found that the full height of slope and unit weight of waste input affect the result analysis. This study is significant to evaluate the landfill slope stability with the effects of waste degradation and to ensure both conventional and bioreactor landfill slope stability for long periods.

Occupational Risk Assessment in Landfills: Research Outcomes from Italy

“…Furthermore, some fatalities in uncontrolled dumps occurred due to waste slides, which have caused major disasters worldwide [21,41]. The main causes leading to landfill slope instability are heavy rainfall that infiltrates waste, waste heterogeneity, waste with poor geotechnical features (in terms of shear strength, cohesion, and compressibility), and the lack of a waste compaction process [42,43].…”

“…Solid waste can also cause injuries due to the presence of sharp objects, while its surface can cause falls and could even collapse due to its poor geotechnical stability. Ismail et al [42] reported that surface deformations are caused by the low level of cohesion of solid waste and its friction angles. Accordingly, risks for workers, such as falling from height and cuts, should be considered together with falling objects/materials and entrapment due to the presence of sinking areas.…”

Safety Management of the Characterization Activities of Illegal Dumpsites

“…As reported by Ismail at al. (Ismail et al, 2019), inappropriate compaction rate of waste and its anaerobic degradation inside landfill cause high deformations due to low levels of cohesion and friction angle of solid waste, which impact on its shear strength. When there are not proper facilities to avoid collapse states, waste landslides can occur.…”

“…Based on this, health and environmental problems related to illegal dumping and their management are deemed of major concern in most countries and a large number of studies addressing these issues can be found in literature (e.g. Porta et al, 2009, Ismail et al, 2019Jahanfar et al, 2017;Krook et al, 2012;Silvestri & Omri, 2008). Besides, some guidelines to carry out the cleanup of these sites (i.e.…”