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Composition of generated construction waste materials on the site. 

Composition of generated construction waste materials on the site. 

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Construction waste is becoming a serious environmental problem in many large cities in the world. In Malaysia, the construction industry generates lots of construction waste which caused significant impacts on the environment and aroused growing public concern in the local community. Thus, the minimisation of construction wastes has become a pressi...

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Context 1
... blocks, concrete and aggregate, wood, metal products, roofing materials, plastic materials and packaging of products. Table 1 summarises the estimates for the composition of construction waste generation in the site. The estimated total construction waste generation is done by material type. The composition of total waste generation is shown in Fig. 3 which is percentage by weight. Concrete and aggregate is the largest component with 65.8% followed by soil and sand (27%), 5% from wood based materials such as timber, lumber, etc., 1.6% from brick and block, 1% from metal products, 0.2% from roofing materials and 0.05% from plastic and packaging products such as papers, cardboards, ...
Context 2
... TC is the total costs of reusing and recycling of construction waste materials on the site, CS C the collection and separation costs of construction waste materials, EP C the equipment purchasing cost, S C the storage cost, T C the transportation cost and A * is the intangible costs. The findings of the case study are discussed below. The discussion focuses on the composition and recycling of construction waste, and the economic feasibility of the waste minimisation at the project site. In the study, generation of construction waste refers to the weight of materials and products as they enter the waste management system from the building construction process and before reuse, recycling and disposal. During the construction of this new building, it was estimated that total construction waste generation from the project site was 27068.40 t. This estimation was based on gross waste production in tonnage. The composition of C&D debris is highly variable and depends critically on the type of activity where sampling is done (US EPA, 1998) as well as the many different type of buildings and construction practices in existence. The source of construction waste at the project site include materials such as soil and sand, brick and blocks, concrete and aggregate, wood, metal products, roofing materials, plastic materials and packaging of products. Table 1 summarises the estimates for the composition of construction waste generation in the site. The estimated total construction waste generation is done by material type. The composition of total waste generation is shown in Fig. 3 which is percentage by weight. Concrete and aggregate is the largest component with 65.8% followed by soil and sand (27%), 5% from wood based materials such as timber, lumber, etc., 1.6% from brick and block, 1% from metal products, 0.2% from roofing materials and 0.05% from plastic and packaging products such as papers, cardboards, etc. The practice of waste minimisation i.e. reuse and recycling of construction waste materials is common on the site. In the project site, construction waste materials contain a large percentage of reusable and recyclables. It is estimated that 73% of the waste materials is reused and recycled. Table 2 shows the amount of reused and recycled waste materials on the site. The highest amount of reused and recycled materials is concrete and aggregate, comprising 67.64% of the total reused and recycled material in the site followed by soil and sand (27.33%), wood (4%), brick and block (0.64%), metal products (0.27%) and roofing materials (0.03%). The study included excavated soil as a construction waste material, which is reused after piling, resulting in a large percentage (73%) of the total generated waste. Generally, economic feasibility is carried out using the standard measures of profitability such as, cost benefit analysis. Most studies revealed that there are many benefits associated with waste minimisation i.e. environmental, economic, liability, public image, etc. (EH&S, 1994; Lorton et al., 1988; US EPA, 2002.). According to the US EPA (2002), waste minimisation makes good economic and business sense and at the same time, waste minimisation can improve production efficiency, profits, good neighbour image, employee participation, product quality and environmental performance. This study performed a benefit–cost analysis (BCA) to estimate the economic feasibility of construction waste minimisation in terms of cost savings. The benefit–cost analysis is important for the implementation of waste management systems in the construction industry. In performing the benefit–cost analysis of waste minimisation such as reusing and recycling of generated construction waste materials in the site, all the benefits and costs are considered. The benefits come from all the direct, indirect and intangible benefits due to reusing and recycling of waste materials as well as the costs of all the direct, indirect and intangible costs involved of the reusing and recycling on the site. The study tried to quantify all benefits and costs in terms of monetary value and also those benefits and costs that do not have monetary value which is defined as an intangible term such as A (intangible benefits) and A * (intangible costs). The benefit–cost analysis followed a conservative method of estimation as it is an initial study and the beneficial value is based on the opportunity cost approach. The direct benefits of reusing and recycling consist of purchasing cost savings by reusing and recycling of construction waste materials and revenue from selling of scrap materials. The indirect benefits consist of waste collection and transportation cost savings and cost savings from landfill charge by reusing and recycling of construction waste materials. Purchasing cost savings explain that the company saved money after reusing and recycling of waste materials instead of buying these materials. If the company could not reuse and recycle these materials it would be needed to buy those materials. The estimated purchasing cost savings is shown in Table 3. In these estimations, soil and sand waste materials are not considered because the contractors usually do not buy soil and the amount of sand is negligible. Total purchasing cost savings is the sum of the cost savings from materials market price and transportation cost savings. The calculation of the total purchasing cost savings is based in the following ...

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... Traditionally, these mechanisms have been investigated largely through anthropological approaches due to a lack of quality secondary data and practice-based characteristics of CDWM (Andersson & Buser, 2022;Lu et al., 2021), such as participant observation, questionnaire survey, and interviews. Over the last decade, substantial studies have applied anthropological approaches to uncover a variety of mechanisms of CDWM across different geographic contexts, including (1) waste generation rates and compositions in Vietnam (Nguyen et al., 2021), Lebanon (Bakshan et al., 2015) as well as China (Lu et al., 2011); (2) barriers and challenges of CDWM in Somaliland (Negash et al., 2021), Hong Kong (Bao et al., 2020), and Bangladesh (Hasan et al., 2023); (3) stakeholders' awareness of CDWM in Chile (Véliz et al., 2022), the United Kingdom (Osmani et al., 2008), as well as China ; and (4) economic feasibility of CDWM enterprises in China (Zhao et al., 2010), Spain (Rodríguez et al., 2015), as well as Malaysia (Begum et al., 2006). Although such anthropological approaches are still effective in revealing mechanisms of CDWM nowadays, criticism also exists for their intrinsic limitations, such as time-consuming and labor-intensive nature, significant reliance on personal connections for data collection, limited objectivity, and narrow geospatial coverage of data (Kabirifar et al., 2021), which may prevent stakeholders from digging out universally applicable CDWM mechanisms for further informing strategy formulation precisely (Lu et al., 2015), thus calling for more objective and precise approaches for CDWM. ...
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... (Ding et al., 2018) showed that waste reduction management could reduce waste generation by 40.63%, resulting in reduced greenhouse gas emissions, saving landfill space, and less illegal dumping, and achieving environmental benefits such as reducing greenhouse gas emissions and saving landfill space. (Begum et al., 2006) found that waste minimization is economically feasible and can improve environmental management. Moreover, value generation is a critical principle in sustainable construction practices (Wang et al., 2020). ...
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