• DOI: 10.1177/0734242X14535653
  • Corpus ID: 23658562

Assessment methods for solid waste management: A literature review

  • Astrid Allesch , P. Brunner
  • Published in Waste Management Research 1 June 2014
  • Environmental Science

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A Literature Review on Solid Waste Management and Disposal Behavior at the Base of the Pyramid

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Consumer behavior in disposing of products has substantial consequences for the environment that affect all of us. Waste management is a major challenge faced by many developing countries, underlining the relevance of this literature review. Even when academia tries to shed light on this field, it often fails to consider that waste management must be approached differently in less developed countries, which differ dramatically from advanced countries, especially with regard to consumers’ behavioral characteristics. Further, limited effort has been made to systematize the existing literature by highlighting areas of interest in the scholarly discussion. This literature review contributes to the field by illuminating focal points in scholarly research on the background of solid waste management and the disposal behavior of people living at the base of the pyramid. It explores how scholarly research results can guide scholars and practitioners who are contributing to a positive shift in waste management practices. Its novelty arises from annotating scholarly theories and managerial approaches that promise to advance the understanding of sustainable waste management in developing countries. Additionally, the utilization of VOSviewer’s network visualization involving cluster building and keyword occurrences, contributes to the methodological originality of the study. Selective keyword research in the Web of Science database identified 124 pertinent articles for review. This underscores the importance of this literature review, especially in light of the significant increase in publications in this research domain, with approximately 70% (87 of 124 articles) published since 2019. The results show that knowledge, participation, and the active involvement of the local communities are key components in achieving sustainable waste management. Shaping individuals’ attitudes and awareness is vital for promoting pro-environmental behaviors in developing countries. The results also show a prominent focus on recycling behavior and an extensive use of the theory of planned behavior.

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Sustainable Solid Waste Management: A Critical Review

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The chapter provides an overview of sustainable solid waste management (SSWM). In order to understand SSWM, the definitions of solid wastes (SWs) are reviewed and gaps are identified. From the identified gaps, a new definition of plastic solid wastes (PSWs) is developed.

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Mwanza, B.G., Mbohwa, C. (2022). Sustainable Solid Waste Management: A Critical Review. In: Sustainable Technologies and Drivers for Managing Plastic Solid Waste in Developing Economies. SpringerBriefs in Applied Sciences and Technology. Springer, Cham. https://doi.org/10.1007/978-3-030-88644-8_1

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CONSTRUCTION SOLID WASTE MANAGEMENT ON THE BUILDING SITE: A LITERATURE REVIEW

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Building construction is a key aspect of infrastructure development and urban growth in both developing and developed countries. However, the construction sector generates too much waste that pollutes the environment. Waste reduction is becoming a major research topic in the field of construction and building-site management. Solid waste management at the construction site is the act of reducing, reusing, and recycling the generated waste to minimise the quantity of solid waste deposited on the landfills. Contractors maximize profits by minimizing the generation of waste on-site. Waste reduction not only saves the environment from pollution but also reduces the deposition costs and the purchasing expenses of some raw materials. Today, construction solid waste management is a global concern for sustainable construction sector and on-site construction management. Owing to such a significant concern, this research is a critical literature review of the published research on construction solid waste management. It has focused on the factors leading the accumulation of solid waste, its effects, the best practices for on-site solid waste management, and the factors behind failures in many adopted waste management initiatives.

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Waste has been recognized as a major problem in the construction industry. Not only waste has an impact on the efficiency of the construction industry but also on the overall economy of the country. It’s proved that the construction material waste has a negative effect on the environment. The main objective of this paper is to identify the most important sources of waste in construction and its possible measures towards the waste minimization in Pakistan construction industry. This study is based on postal questionnaire survey. A total of 45 respondents were involved in the research, and these respondents are related to construction firms. Material procurement, operational sector, site management, site supervising and material handling attributes that lead to site waste, were evaluated using statistical techniques. After analyzing the questionnaires, the main causes of waste as indentified in this study are: Using excessive quantities of materials more than the required , Inappropriate storage leading to damage or deterioration, Over ordering or under ordering due to lack of coordination between warehouse and construction crews, Use of incorrect materials, thus requiring replacement, Effects of sub surface conditions, Rework due to workers’ mistakes, Lack of strategy to waste minimization, Poor site layout, Poor qualification of the contractor’s technical staff assigned to the project, Poor qualification of consultant’s staff assigned to the project and Slow response from the consultant engineer to contractor inquiries. The study presents some suggestions for client, designer and contractor which may help in minimizing the construction waste in Pakistan and developing countries having similar scenarios.

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Construction wastes have become a pressing issue in many developing countries and have adverse effects on environment, economy and social aspects. Illegal dumping is a common issue created from the physical construction waste and besides that non physical waste like cost and time overruns are not properly addressed among the construction players. This paper explores the impacts of construction on sustainable construction and contributing causes which will help the practitioners to formulate ways in avoiding or reducing the waste. It also highlights the sustainable approach in managing the construction waste as practice.

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Mechanical response and deterioration mechanisms in freeze–thaw environments for crushed stone stabilized with industrial solid waste.

literature review on solid waste management pdf

1. Introduction

2. test methods and preparation, 2.1. micro test, 2.1.1. scanning electron microscope, 2.1.2. mercury intrusion porosimetry, 2.1.3. x-ray fluorescence analysis, 2.2. freeze–thaw cycle test, 2.3. mechanical test, 2.3.1. unconfined compression strength, 2.3.2. indirect tensile strength, 2.3.3. compressive rebound modulus, 2.4. raw material, 2.4.1. gravel, 2.4.2. mineral powder, 2.4.3. wet calcium carbide slag, 2.4.4. fly ash, 2.4.5. naoh, 2.4.6. cement, 2.5. mix design, 2.5.1. sieve test, 2.5.2. unconfined compressive strength test and compaction test, 2.6. specimen preparation, 3. result analysis, 3.1. freeze–thaw cycle test, 3.2. scanning electron microscope, 3.3. mercury intrusion porosimetry, 3.3.1. results of mercury intrusion porosimetry, 3.3.2. grey relation analysis of mixture performance index and mip results under freeze–thaw cycle conditions, 4. discussion, 5. conclusions, author contributions, institutional review board statement, informed consent statement, data availability statement, conflicts of interest.

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Click here to enlarge figure

Grain Size (mm)Apparent Density (g·cm )Needle-like
Content (%)
Absorption Rate (%)Crush Value (%)
19~26.52.94812.95.612.6
9.5~192.97611.30.84
4.75~9.53.0085.80.51
0~4.752.978/0.72
IndexSpecific Surface Area (m ·kg )Apparent Density
(g·cm )
Compressive Strength (MPa)
7 d28 d
Parameter4353.1916.739.6
Chemical
Composition
SiO Al O CaOFe O SO Other
Mass Fraction (%)3.201.3493.40.3880.4981.57
IndexApparent Density (g·cm )Activity Index (%)Compressive Strength (MPa)
7 d28 d
Parameter2.3370.9823.732.7
Chemical
Composition
SiO Al O CaOFe O TiO Other
Mass Fraction (%)44.9042.704.743.161.802.70
IndexFineness (%)Setting Time (min)SoundnessMechanical Performance (MPa)
InitialFinalCompressive StrengthBreak Off Strength
Parameter2.8168275Qualified47.38.3
Size of Screen Mesh (mm)Pass Rate (%)
NO. 1NO. 2NO. 3NO. 4NO. 5NO. 6NO. 7
Upper LimitLower LimitMedian1#2#3#4#
26.5100100100100100100100
1986828485.284.383.682.8
1679737678.577.377.476.7
13.2726568.570.068.469.769.3
9.5625357.559.557.760.360.2
4.7545354036.135.036.135.9
2.36312226.524.123.324.123.5
1.18221317.517.216.717.216.7
0.615811.512.512.112.512.1
0.31057.59.29.09.29.0
0.157356.96.76.96.7
0.075523.54.74.64.74.6
GradationNO. 1NO. 2NO. 3
4% Cement5% Cement6% Cement
ρ ( g·cm )W (%)UCS (MPa)ρ (g·cm )W (%)UCS (MPa)ρ (g·cm )W (%)UCS (MPa)
1#2.4864.94.02.4995.34.72.5025.55.8
2#2.4894.84.22.5094.95.12.5115.16.0
3#2.4915.04.62.5125.15.42.5155.66.2
4#2.4984.94.72.5005.05.62.5165.16.4
NO.Gravel (g)Mineral Powder (g)Fly Ash
(g)
Wet Calcium
Carbide Slag (g)
NaOH (g)Cement
(g)
Water (g)
16181.10.00.00.00.0309.1324.4
26372.854.26.43.21.7255.2368.0
36339.9107.812.76.33.3190.2326.2
Chemical
Composition
SiO Al O CaOFe O TiO MgOSO Other
Mass Fraction (%)29.8918.6234.581.363.076.922.732.82
SampleFreeze–Thaw
(Number of Cycles)
Geopolymer Content (%)UCS (MPa)CRM (MPa)ITS (MPa)
1007.582938.1440.80
2207.692869.2310.84
3407.542634.3280.77
4506.812831.9150.71
5206.962797.7270.75
6406.522529.3280.68
71005.482678.2610.59
8205.572585.4150.64
9405.182372.3540.56
102004.642595.7410.48
11204.892491.6580.53
12404.452297.4820.45
SampleFreeze–Thaw (Number of
Cycles)
Geopolymer
Content (%)
Harmless Pores (%)Less
Harmful Pores (%)
Harmful Pores (%)More
Harmful Pores (%)
Total
Porosity
(%)
1003.931.801.464.0511.24
2204.171.501.283.7410.68
3403.321.951.834.3511.45
4504.381.991.994.9113.27
5204.092.041.804.0912.02
6403.732.292.725.5914.34
71004.002.722.886.4016.00
8203.992.572.285.2714.27
9403.692.643.697.5617.59
102003.992.263.307.6417.36
11204.212.272.917.3216.18
12403.902.154.109.3619.50
IndexCorrelation Degree
Harmful PoresMore Harmful PoresTotal Porosity
UCS0.670.580.75
ITS0.640.910.74
CRM0.660.470.58
NO.Mixture CompositionEffect of GeopolymersSource
1Geopolymer: Mineral powder, fly ash, wet carbide slag, NaOH
Stabilized materials: Aggregate
When geopolymer is used to replace 20% cement, the UCS of the base mixture is 7.69 MPa; the freeze–thaw cycle test shows that the mixture with 20% geopolymer substitution rate has the best frost resistance.Present study
2Geopolymer: Calcium carbide residue, Linear alkyl benzene sulfonic acid
Stabilized materials: Road base material
When the ratio of Calcium carbide residue to Linear alkyl benzene sulfonic acid is 80%:20%, the UCS of the geopolymer is the largest. When the local polymer content is 7.5%, it is the best geopolymer content of the mixture.[ ]
3Geopolymer: Rubber wood fly ash, NaOH, Na SiO
Stabilized materials: Road subbase material
When the geopolymer content is 30% and the ratio of sodium silicate to sodium hydroxide is 70:30, the mixture has the highest UCS and ITS.[ ]
4Geopolymer: jarofix, NaOH, Na SiO
Stabilized materials: Road Subgrade Material
When the content of geopolymer is 13%, the UCS of the mixture reaches 2.75 MPa and 6.55 MPa respectively in environmental curing and dry curing.[ ]
5Geopolymer: Slag, Fly Ash, Na SiO
Stabilized materials: Aggregate
The freeze–thaw cycle test of geopolymer stabilized aggregate specimens shows that with the increase of freeze–thaw cycles, the compressive strength and tensile strength of the mixture gradually decrease, but the compressive strength and tensile strength still reach 11.63 MPa and 1.09 MPa.[ ]
6Geopolymer: carbide slag, coal gangue, NaOH, Na SiO
Stabilized materials: Subgrade soil
When the geopolymer content is 10%, the 7 d UCS of the mixture reaches 3.68 MPa, and the UCS and frost resistance are better than 4% cement stabilized mixture.[ ]
7Geopolymer: Red mud, Mineral powder, alkali activator
Stabilized materials: Aggregate
When the local polymer content is 8%, the 7 d UCS of the mixture reaches 7.1 MPa; after freeze–thaw cycles, the strength loss rate of the mixture with 8% geopolymer content is the smallest.[ ]
8Geopolymer: Fly ash, metakaolin, NaOH and anhydrous sodium metasilicate
Stabilized materials: Aggregate and domestic waste incineration slag
When 14% geopolymer stabilized mixture is used, the 7 d UCS of the mixture reaches more than 6 MPa, and the frost resistance is significantly better than that of cement stabilized mixture.[ ]
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Li, Y.; Ji, K.; Lv, L.; Li, X. Mechanical Response and Deterioration Mechanisms in Freeze–Thaw Environments for Crushed Stone Stabilized with Industrial Solid Waste. Appl. Sci. 2024 , 14 , 5566. https://doi.org/10.3390/app14135566

Li Y, Ji K, Lv L, Li X. Mechanical Response and Deterioration Mechanisms in Freeze–Thaw Environments for Crushed Stone Stabilized with Industrial Solid Waste. Applied Sciences . 2024; 14(13):5566. https://doi.org/10.3390/app14135566

Li, Yongxiang, Kuiliang Ji, Li Lv, and Xiao Li. 2024. "Mechanical Response and Deterioration Mechanisms in Freeze–Thaw Environments for Crushed Stone Stabilized with Industrial Solid Waste" Applied Sciences 14, no. 13: 5566. https://doi.org/10.3390/app14135566

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