Critical Study Quality Management for the Anti-Seepage System in Macau’s Landfill Area
Abstract
:1. Introduction
1.1. Introduction to the Background and Importance of the Macau Landfill Anti-Seepage System Project
1.2. Elaborating the Role of Anti-Seepage Systems in Environmental Protection and Sustainable Development
- Fluctuation in total construction waste: From 2010 to 2022, there is an overall upward trend in total construction waste. Particularly, a sharp increase is observed between 2013 and 2015, suggesting a possible surge in construction activities or demolitions during that period. However, after 2016, the total amount decreases, with a peak again in 2020. This fluctuation may be related to economic activities in the construction industry, policy changes, or other external factors, such as natural disasters;
- Changes in proportions of different types of construction waste: The proportions of different types of construction waste (inert dismantled materials, sea mud, mixed construction waste, slag) vary in the total amount and fluctuate over time. For instance, the proportion of inert dismantled materials in total construction waste is constantly changing, reflecting potential shifts in construction material usage and methods. Similarly, the quantities of sea mud and mixed construction waste show significant differences in different years;
- Dramatic fluctuation in sea mud quantity: The quantity of sea mud peaks in 2015 and rapidly declines afterward. This may be related to specific construction projects or environmental policies;
- Yearly reduction in mixed construction waste: Starting from 2016, the quantity of mixed construction waste decreases annually, indicating an improvement in the efficiency of construction waste classification and processing;
- Stable trend in slag production: Compared to other types of construction waste, slag production remains relatively stable with minimal fluctuations.
- Building waste types and material selection for landfills: The data show variations in the quantity of different types of construction waste, impacting the selection of materials for landfills. For example, the composition and stability of inert dismantled materials and mixed construction waste determine their suitability as landfill materials and the need for specific impermeable measures;
- Special considerations for sea mud: Due to its unique properties (high moisture content, high fluidity), special attention is needed when using sea mud in landfills to mitigate its impact on impermeable systems. Sea mud may require special treatment or mixing with other materials to ensure the effectiveness of impermeable systems;
- Design and material selection for impermeable layers: The design of impermeable systems should be based on the characteristics of the materials being landfilled. Considerations should include the chemical properties, stability, and permeability of different construction wastes to choose suitable materials and structures for impermeable layers;
- Monitoring and management: Establishing an effective monitoring system to continuously monitor leakage in landfills is crucial. This includes regular inspections of the integrity and functionality of impermeable layers, as well as monitoring potential pollution of groundwater and the surrounding environment.
1.3. Synthesis of Domestic and International Research
1.4. Basic Theory of Project Management
1.4.1. Explaining the Basic Concepts and Principles of Project Management
1.4.2. Introducing Project Management Theories Relevant to Landfill Anti-Seepage System Projects
2. Overview of the Landfill Containment System Project
2.1. Describing the Scale, Objectives, and Key Components of the Macau Landfill Anti-Seepage System Project
2.2. Emphasizing the Project’s Complexity and Risk Factors
3. Study of Construction Impact Factors
3.1. Exploring Factors Affecting the Construction Quality of Landfill Anti-Seepage Systems, Such as Geological Conditions and Material Selection
3.2. Analyzing the Impact of These Factors on Project Progress and Quality
4. Quality Control Plan
4.1. Proposing a Comprehensive Quality Control Plan, including Quality Objectives, Standards, and Processes
- Quality objectives
- Quality standards
- Quality processes
- Initial preparation
- Design phase
- Pre-construction phase
- Construction process
- Quality inspections
- Environmental monitoring
- Quality assessment
4.2. Emphasizing the Importance of Implementing Quality Control in All Project Phases
5. Discussion
5.1. Project Construction Quality and Control
5.1.1. Exploring Quality Management Strategies and Practices during Actual Construction
- Quality assurance plan: Develop a comprehensive quality assurance plan that outlines all the quality measures, procedures, and responsibilities. This plan should also include a systematic documentation process to ensure all quality-related activities are recorded;
- Training and certification: Provide necessary training and certification programs to the construction team members. These programs should focus on enhancing their skills and knowledge related to quality management and construction techniques, ensuring that they are equipped to handle the project requirements effectively;
- Risk assessment and mitigation: Conduct a thorough risk assessment to identify potential risks and hazards that may impact the construction quality. Develop appropriate risk mitigation strategies and implement them throughout the construction process;
- Supplier qualification: Implement a supplier qualification process to ensure that all the materials and equipment used in the construction meet the required standards. This process should involve evaluating suppliers based on their track record, quality control measures, and adherence to industry standards;
- Non-conformance management: Implement a non-conformance management process to address any deviations or non-compliance during the construction process. This process should include formal procedures for documenting, investigating, and resolving non-conformance issues;
- Continual improvement: Establish a culture of continual improvement within the project team by encouraging feedback and suggestions from all stakeholders. Regularly review the construction process and identify areas for improvement to enhance the overall quality of the project;
- Post-construction evaluation: Conduct a post-construction evaluation to assess the effectiveness of the quality management strategies and practices implemented. This evaluation should involve reviewing the construction documentation, conducting site inspections, and gathering feedback from stakeholders to identify any lessons learned and areas for further improvement.
5.1.2. Emphasizing the Importance of Monitoring, Evaluating, and Adjusting Quality Control Measures
5.2. Quality Control and Assessment
5.2.1. Introducing Quality Inspection Methods and Tools, including Non-Destructive Testing and Sampling
5.2.2. Discussing How to Evaluate Project Quality and Progress to Ensure Meeting Expected Objectives
6. Conclusions
6.1. Summarizing the Main Findings and Contributions of the Research
6.2. Emphasizing the Key Role of Quality Management in Landfill Anti-Seepage System Projects
7. Research Outlook
7.1. Proposing Future Research Directions and Possibilities
7.2. Exploring Methods and Strategies for Continuous Improvement of Anti-Seepage System Project Quality Management in a Changing Environment
- Learning from others: A multifaceted approach
- 2.
- Extensive literature review: A knowledge repository
- 3.
- Benchmarking against success stories
- 4.
- Nuanced perspectives: Regional and environmental variables
- 5.
- Customized approaches: Tailoring solutions
Funding
Data Availability Statement
Conflicts of Interest
References
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Year | Total Construction Waste (Cubic Meter) | Inert Dismantled Materials (Cubic Meter) | Sea Mud (Cubic Meters) | Mixed Construction Waste (Cubic Meters) | Slag (Cubic Meters) |
---|---|---|---|---|---|
2010 | 1,953,821 | 1,267,569 | 371,536 | 271,088 | 43,628 |
2011 | 1,617,836 | 1,007,825 | 315,926 | 252,744 | 41,341 |
2012 | 2,420,041 | 1,057,979 | 1,096,303 | 215,644 | 50,115 |
2013 | 3,925,068 | 2,025,569 | 1,616,290 | 226,308 | 56,901 |
2014 | 4,376,182 | 2,327,819 | 1,708,785 | 269,638 | 69,940 |
2015 | 4,834,508 | 1,360,528 | 3,098,966 | 270,182 | 104,832 |
2016 | 3,269,101 | 928,382 | 1,964,560 | 272,484 | 103,675 |
2017 | 3,023,622 | 1,213,095 | 1,407,575 | 312082 | 90,870 |
2018 | 2,095,824 | 1,335,009 | 331,227 | 343,944 | 85,644 |
2019 | 2,485,693 | 1,642,316 | 420,173 | 331,294 | 91,910 |
2020 | 4,063,306 | 1,883,037 | 1,765,400 | 325,078 | 89,791 |
2021 | 2,874,736 | 1,325,103 | 1,278,745 | 184,711 | 86,177 |
2022 | 2,417,993 | 1,502,722 | 735,254 | 92,384 | 87,633 |
Date | Received Heavy Metals/Tonne |
---|---|
Jul-23 | 50,817.32 |
Jun-23 | 47,632.67 |
May-23 | 49,073.93 |
Apr-23 | 44,609.88 |
Mar-23 | 45,382.71 |
Feb-23 | 40,428.64 |
Jan-23 | 41,607.79 |
Dec-22 | 40,618.01 |
Nov-22 | 43,315.88 |
Oct-22 | 43,008.89 |
Sep-22 | 43,934.06 |
Aug-22 | 42,723.89 |
Jul-22 | 34,550.75 |
Jun-22 | 42,297.18 |
May-22 | 44,462.98 |
Apr-22 | 41,511.53 |
Mar-22 | 44,543.56 |
Feb-22 | 36,951.66 |
Jan-22 | 48,480.95 |
Dec-21 | 43,627.71 |
Nov-21 | 42,563.15 |
Oct-21 | 41,098.75 |
Sep-21 | 43,383.92 |
Aug-21 | 43,117.45 |
Jul-21 | 44,311.81 |
Jun-21 | 44,184.58 |
May-21 | 46,334.50 |
Apr-21 | 43,449.80 |
Mar-21 | 44,846.84 |
Feb-21 | 37,207.11 |
Jan-21 | 44,155.58 |
Dec-20 | 47,263.25 |
Nov-20 | 43,542.26 |
Oct-20 | 43,195.08 |
Sep-20 | 44,124.60 |
Aug-20 | 44,458.37 |
Jul-20 | 43,145.58 |
Jun-20 | 46,733.62 |
May-20 | 40,505.04 |
Apr-20 | 38,882.11 |
Mar-20 | 38,682.82 |
Feb-20 | 30,461.47 |
Jan-20 | 47,311.29 |
No. | Control Items | Main Control Points | Responsible Person for Control | Control Basis | Remarks | |
---|---|---|---|---|---|---|
1 | Groundwater Diversion Project | Depot Site | Levelling longitudinal and transverse slope, compaction, bearing capacity | Surveyor, tester | Construction drawings, work Instructions, technical delivery documents, construction specification | |
Blind Ditch | Size, spacing, burial depth | Surveyor, quality inspector | ||||
Gravel deflector layer | Gravel particle size, laying method, Laying thickness, anti-filtration layer thickness | Constructer, quality inspector | ||||
Drainage wells | Groundwater control, axis and elevation on piles, cement collapse, pouring, maintenance time | Project general engineer, quality inspector, constructor | ||||
2 | Horizontal seepage control system project | HDPE membrane | Thickness, verticality of cut edges, laying sequence joint direction location quantity: welding method time between welding machine songs. lap width ambient temperature, leakage detection of welds, weld qualification rate, finished product protection | Constructor, quality inspector | Work instructions, technical delivery documents, construction specifications | |
Geotextile | Connection method, lap width, appearance | Constructer, quality inspector | ||||
GCL bentonite Blanket | Paint penetration coefficient method of joining, width of joining, disposition on of joining blanket, sealing material, sealing method, moisture-proof protection measures. protection of finished products | Constructer, quality inspector | ||||
Composite drainage net | Surface dryness. surface cleanliness. laving method lap joint tensile and compressive strength | Constructer, quality inspector | ||||
HDPE pip | Cutting length welding method. adjacent pipe center line control, construction temperature, pipe opening plugging measures, welding ring height. welding cooling time | Constructer, quality inspector | ||||
Anchoring trench | Collapse degree. pouring, maintenance, location of expansion joints | Constructer, quality inspector | ||||
3 | Leachate Drainage Engineering | Arti-filtration laver | Gravel particle size, laying method, key thickness | Constructer, quality inspector | Construction drawings. work instructions, technical delivery documents, construction | |
Drainage shaft | Axis and elevation piles, pipe welding. seepage and anti-corrosion performance | Constructer, quality inspector | ||||
4 | Electrical Equipment And Ancillary works | Air-conducting gabions | Opening diameter. reinforcement grid diameter. grid gap Construction drawings | Constructer, quality inspector | technical briefing documents construction specifications |
No. | Name of Sub-Works | Work Process | Frequency | Remarks | |
---|---|---|---|---|---|
1 | Groundwater conduction and drainage system | Foundation of reservoir area | Real Time | Monthly | |
Blind trench | Real Time | ||||
Groundwater conduit | Real Time | ||||
Groundwater collection well | Real Time | ||||
2 | Horizontal impermeable system | Secondary impermeable layer | Real Time | Monthly | |
Composite impermeable layer | Real Time | ||||
Primary impermeable layer | Real Time | ||||
Protective layer on membrane | Real Time | ||||
Anchoring trench | Real Time | Monthly | |||
3 | Leachate collection and drainage well | Leachate conduit | Real Time | ||
Leachate conduit well | Real Time | ||||
Infiltration layer | Real Time | ||||
Anti-filtration layer | Real Time | Monthly | |||
4 | Electrical equipment and ancillary works | Control box | Real Time | ||
Power cables | Real Time | ||||
Air-conducting gabions | Real Time |
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Share and Cite
Li, Z.; Tang, W.; Mak, S.; Li, Q.; Chen, H.; Hong, Q. Critical Study Quality Management for the Anti-Seepage System in Macau’s Landfill Area. Appl. Sci. 2024, 14, 1382. https://doi.org/10.3390/app14041382
Li Z, Tang W, Mak S, Li Q, Chen H, Hong Q. Critical Study Quality Management for the Anti-Seepage System in Macau’s Landfill Area. Applied Sciences. 2024; 14(4):1382. https://doi.org/10.3390/app14041382
Chicago/Turabian StyleLi, Zhaobin, Waifan Tang, Shulun Mak, Qingwen Li, Haolin Chen, and Qianqian Hong. 2024. "Critical Study Quality Management for the Anti-Seepage System in Macau’s Landfill Area" Applied Sciences 14, no. 4: 1382. https://doi.org/10.3390/app14041382
APA StyleLi, Z., Tang, W., Mak, S., Li, Q., Chen, H., & Hong, Q. (2024). Critical Study Quality Management for the Anti-Seepage System in Macau’s Landfill Area. Applied Sciences, 14(4), 1382. https://doi.org/10.3390/app14041382