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Communication

Chemical Characterisation of Construction and Demolition Waste in Skopje City and Its Surroundings (Republic of Macedonia)

1
Department of Physics and Earth Sciences, University of Ferrara, Ferrara 44122, Italy
2
GAYA-CER Non Governmental Organization, Skopje 1000, Republic of Macedonia
3
Department of Earth Sciences, University of Florence, Florence 50121, Italy
*
Author to whom correspondence should be addressed.
Sustainability 2020, 12(5), 2055; https://doi.org/10.3390/su12052055
Submission received: 11 February 2020 / Revised: 2 March 2020 / Accepted: 6 March 2020 / Published: 7 March 2020
(This article belongs to the Special Issue Sustainable Management of Waste Materials in Construction)

Abstract

:
In the Republic of Macedonia, construction and demolition (C&D) waste is often dumped, underestimating the potential recycling and re-use as raw materials for civil engineering works and/or cement/ceramic industries. SAMCODE (Sustainable Approach to Managing Construction and Demolition Waste) is a know-how exchange program, the focus of which is chemical characterisation in terms of major and trace elements in order to evaluate the possible Macedonian C&D waste recycling. Thirty-nine C&D waste samples were collected from different dumps in Skopje and surroundings. X-ray fluorescence analyses, carried out on powdered samples, show i) highly variable concentrations, indicative of the heterogenous nature of C&D waste, and ii) high concentration in Cr, Ni, and Zn with respect to Italian, Chinese, and Dutch tolerance limits, probably due to the presence of these elements in ophiolitic rocks and sulphide-bearing deposits, used as raw material in building activity. Inductively coupled plasma mass spectrometry analyses of leachates, performed to assess the mobility of heavy metals, show significant concentrations of Cr, and to a lesser extent, Ni. Results suggest that homogenisation processes of the recycled materials should be implemented and preliminary screening of C&D waste should be performed to eliminate heavy metals-bearing components.

1. Introduction

Construction and demolition (C&D) waste is the solid debris resulting from municipal activities. It is a heterogenous mixture of materials arising from site clearance, excavation, construction, renovation, and demolition. C&D waste potentially includes concrete, bricks, tiles, bituminous mixtures, gypsum, wood, glass, metals, plastic, solvents, asbestos, and excavated soils. The non-hazardous inert fraction, which is the most abundant [1,2,3], may be recycled, resulting in substantial economic and environmental benefits. For example, after valorisation processes, the obtained C&D secondary products could be used in civil engineering applications, in substitution or in combination with non-renewable natural mineral resources (i.e., sand and gravel [4]), as well as for cement/ceramic production [5]. Therefore, proper management of C&D recycled materials can have major benefits in terms of sustainability. For this reason, the European Commission approved the Waste Framework Directive 2008/98/EC aimed at recovering 70% of construction and demolition waste by 2020 [6] in the 28 member states of the European Union (EU). Unfortunately, in some non-EU countries, such as the Republic of Macedonia, C&D recycling awareness is not developed yet. In the Republic of Macedonia, during building renovation, many citizens dump broken bricks, tiles, concrete elements, and plasters. According to the Macedonian landfill operator “Drisla”, the estimated amounts of C&D waste stored in the dump sites of Skopje city and its surroundings approach 150,000 tons/year. The situation in this country is alarming considering that C&D waste compositions are unknown and could potentially be hazardous for human health if asbestos or metal-bearing compounds are widespread. In addition, the irregular dumping of C&D waste has significant environmental impacts, degrading roads and public places, ruining the landscape and precluding appropriate land management. On the other hand, C&D waste material presents positive reuse potential, whenever it is properly separated and transformed into new raw material. Recycling C&D waste is not simple as for many other waste materials (i.e., paper, glass, plastic, and metals), since C&D waste consists of a mixture of materials characterised by different natures and compositions. Recycling C&D waste is very dependent on local markets, since the materials are usually not traded, and transported over long distances because of its limited value, nonetheless their potential reuse is still a matter of great importance because of the large production rate (often >500 kg/person/year [7]). On this basis, the Central European Initiative (CEI) funded the SAMCODE (Sustainable Approach to Managing Construction and Demolition Waste) project, a know-how exchange programme (KEP) among the non-governmental organisation (NGO) for environmental protection GAYA-CER of Skopje, the Institute for Research in Environment, Civil Engineering and Energy (IECE) of Skopje, and the Department of Physics and Earth Sciences of the University of Ferrara (Italy). This project was dedicated to the chemical characterisation of C&D waste, collected in dump sites in Skopje city (having more than 600,000 habitants), the capital of the Republic of Macedonia, and its surroundings, in order to: i) identify hazardous and non-hazardous waste, and ii) help to develop an integrated model for solid waste management in the Republic of Macedonia, and in other countries where the waste collection is insufficient [8]. In this framework, the present research aims at characterising C&D waste samples on the basis of the major and trace elements composition, following the analytical methods used by Bianchini et al. [5] and Limbachiya et al. [9], and to define the potential release of hazardous heavy metals in the environment in order to evaluate their possible recycling. The preliminary analyses performed in this work show a heterogeneous nature of the Macedonian C&D materials, as well as enrichments in Cr and Ni, probably due to the presence of these elements in rocks, used as raw material in Macedonian building activities. Such results suggest that in order to foresee effective recycling, a preliminary screening of Macedonian C&D waste should be performed to eliminate heavy metals-bearing components, and that sorting and grading processes are necessary for a better homogenisation of the recycled materials. Research must be reiterated with a more statistically representative sample population, and also involve mineralogical investigation by X-ray diffraction and scanning electron microscopy, which provide complementary information.

2. Census of Dump Sites in the Skopje City and its Surroundings and C&D Waste Sampling

NGO GAYA-CER carried out a census of 57 C&D dump sites in 16 municipalities of Skopje city and its surroundings (Figure 1), and sampled around 10 kg of C&D waste from each site. Macroscopic plastic, paper, wood, and metal pieces were eliminated on site. The remaining material consisting in a mixture, mainly constituted by bricks, tiles, ceramics, glass, concrete, and rock blocks, was collected from 39 sites (trying to preserve the site representativity) to be processed for chemical characterisation. Friable debris made of asbestos, such as roof and floor tile and sheet fragments have been neither observed nor collected. Sampling coordinates and the amount of dumped C&D material collected from each site are reported in Table S1.

3. Analytical Methods

NGO GAYA-CER operators crosschecked the collected materials in the lab to verify the absence of friable debris related to asbestos containing materials (ACM) and then crushed the C&D materials down to the grain size of two millimetres at the IECE laboratories. Crushed samples were quartered and enveloped in plastic bags. Samples were subjected to a test of radioactivity in the Laboratory of Radioecology of the Macedonian Institute of Public Health. The specific activity of each investigated radionuclides was measured by gamma spectrometry, according to the method IEC1452. 40K was in the range of 390–426 Bq/kg, 226Ra was in the range of 28.9–31.9 Bq/kg, and 232Th was in the range of 33.5–35.3 Bq/kg. These values are within the range of Macedonian natural soils and can be considered geogenic, i.e., specifically related to the outcropping lithologies [10,11]. At the University of Ferrara enveloped C&D chips were firstly inspected using a binocular microscope and then powdered with an automatic agate mill and analysed at the Department of Physics and Earth Sciences of the University of Ferrara (Italy). Carbon and nitrogen analyses (expressed in wt.%) were carried out with an Elementar Soli TOC cube in compliance with the German Institute for Standardization-DIN 19539 standard, a temperature dependent method allowing the speciation of organic and inorganic fractions [12]. Major (expressed in oxide wt.%) and trace elements (expressed in mg/kg) were determined on pressed powder pellets by wavelength dispersive X-ray fluorescence spectrometry (WDXRF) using an ARL Advant-XP spectrometer, following the full matrix correction method proposed by Lachance and Traill [13]. Accuracy is generally lower than 2% for major oxides and less than 5% for trace element determinations, whereas the detection limits for trace elements ranges from 1 to 2 mg/kg. Volatile contents were determined by loss on ignition (LOI) at 1000 ℃. Subsequently, leaching tests were performed on a sub-set of samples that showed high heavy metals concentration to assess the elemental mobility. The adopted leaching protocol was modified from the UNI EN 12457-Part 2 (2004) methodology (“Characterisation of waste—leaching—compliance test for leaching of granular waste materials”): 1 g of C&D waste powder was soaked with 10 ml of deionised water for 24 h and the obtained solution was centrifuged at 3000 rpm for 10 min and filtered at 45 µm (Minisart® NML syringe cellulose acetate filters). Composition of leachates (expressed in mg/l) was obtained by inductively coupled plasma mass spectrometry (ICP-MS) using a Thermo X-series spectrometer instrument on samples previously diluted 1:5 by deionised Milli-Q water (resistivity of ca. 18.2 MΩ × cm). Instrumental calibration was carried out using certified solutions and a known amount of Re and Rh was also introduced in each sample as an internal standard. Accuracy and precision were determined using several international reference standards, being lower than 10% of the measured value, with detection limits in the order of 0.001 mg/l.

4. Results and Discussion

The total carbon (TC), organic carbon (TOC), inorganic carbon (TIC), and nitrogen (TN) contents are reported in Table S2 and Figure 2. The C&D waste samples are characterised by TC ranging from 0.89 to 10.21 wt.% and TN from 0.02 to 0.39 wt.%. For most samples the TOC values (0.30–3.34 wt.%; Figure 2a) are lower than those of TIC (0.45–9.12 wt.%; Figure 2a), indicating that the investigated material includes a high amount of inorganic matter (e.g., concrete, mortar, and carbonate lithologies). Only eight samples have TOC values (1.81–3.03 wt.%; Figure 2a) higher than those of TIC (0.81–2.64 wt.%; Figure 2a), reflecting the significant presence of organic matter or derivate materials (e.g., asphalt, plastic, and wood). Noteworthy for all samples is that TOC contents are positively correlated with TN (Figure 2b), indicating the presence of “fresh” biologically reactive organic matter [14].
The major and trace element compositions of C&D waste samples are reported in Table S3. The obtained results show a high variability of both major and trace elements due to the heterogeneous nature of the collected materials. The highest concentrations are always related to SiO2 (15–60 wt.%), which is present in silicatic aggregates (e.g., quartz and feldspar-bearing sands), used in concrete and mortars, CaO (7–37 wt.%) from lime, gypsum, and cementiferous binders, as well as from carbonate lithologies, Al2O3 (4–16 wt.%) and K2O (0.4–2.7 wt.%) from bricks, tails, ceramics, and soils containing clay minerals. In the binary diagrams of Figure 3, positive or negative correlations among oxides reflect the prevalent mineralogy of the investigated C&D materials. According to the negative correlations between CaO and SiO2 (Figure 3a), CaO and Al2O3 (Figure 3b), the positive correlation between Al2O3 and K2O (Figure 3c), and the relative oxides abundances, the dominant mineral phases are quartz, followed by carbonates and aluminiferous silicatic minerals. The positive correlation between CaO and LOI (a parameter for the estimation of volatiles, including CO2; Figure 3d) confirms the significant presence of carbonate.
The prevalence of SiO2, CaO, and Al2O3 on the other major oxides suggests the possible recycling of the collected C&D wastes in the cement industrial processes, since these oxides are the main chemical components of Portland cement [15]. However, the high SiO2 and Al2O3 contents hamper the sample compositions to plot in the sub-triangle C3S, C2S, and C3A, which encloses the ideal cementstone compositions (Figure 4a; [15]). Therefore, the investigated C&D samples must be treated (e.g., blended with lime) before being employed as raw material component in cement preparation. C&D waste samples could be suitable also as raw materials for ceramic production (majolica, “cottoforte”, and stoneware), but they should be properly treated in order to increase the amount of clay minerals with respect to the carbonatic and other silicatic phases (Figure 4b,c; [16]). In any case, it is important to state that the actual re-use of these C&D waste in cement and/or ceramic industrial processes is hampered by the lack of homogeneous nature of the materials, as demonstrated by the scattered distributions in Figure 3 and Figure 4. The homogeneity of waste material composition is a primary feature required by the recycling process, that can only be obtained if the C&D waste are treated in situ by proper sorting and grading [7].
The trace elements composition (Table S3) plotted in Figure 5 emphasised a critical aspect: C&D waste samples commonly contain anomalously high concentrations of heavy elements (Co, Cr, Cu, Ni, Pb, V, and Zn), which are potentially hazardous for human health [18]. In fact, buildings might be repositories of pollutants of anthropogenic origin, including heavy metals [19]. Once building materials become C&D waste, they will be a potential source of contamination [20]. In particular, when contaminated wastes are stored in dump sites, they may bring potential environmental risks to the subsurface system, accumulating in topsoil and contaminating groundwater [20]. Nowadays, there are still not threshold values of heavy metals (TVHM) for solid wastes, therefore TVHMs for soils are commonly used to assess the potential hazard of contamination [20,21]. In the absence of soil quality TVHM values in the Republic of Macedonia, the obtained results for Co, Cr, Cu, Ni, Pb, V, and Zn, were compared with i) the Italian TVHM for soils of green areas for public/private residential purpose (Italian Legislative Decree 152, 03/04/2006 [22]), ii) the Chinese TVHM for environmental quality standard soils “Level-II”, to guarantee agriculture and human health (CEPA—Chinese Environmental Protection Administration, GB 15618-1995 [23]), and iii) the target values of environmental quality Dutch standards, beyond which soils are considered contaminated (Dutch Soil Remediation Circular 2009, ESdat [24]) (Table S3). For the heavy metals considered in this study, there are some C&D waste samples that have element concentrations higher than all the compared Italian, Chinese, and Dutch TVHMs (Figure 5), with the exception of Co, which is always lower than the Chinese TVHM (Figure 5a). The most worrying concentrations of potentially hazardous elements for human health and environment are those of Cr, Ni, and Zn, since the majority of C&D waste samples plot above the Italian, Chinese, and Dutch TVHM limits (Figure 5b,d,g).
It is important to state that the high concentrations of Cr, Ni, and Zn do not necessarily recall the presence of anthropogenic contaminants, as these elements can be present in natural raw materials used in the country. It is noteworthy that in the Republic of Macedonia, there are rocks included in ophiolite sequences such as peridotites, serpentinites, pyroxenites, and chromitites [25,26] that can contain thousand(s) mg/kg of Cr and Ni, and also mining areas bearing Zn-sulphide (e.g., sphalerite: ZnS) [27]. If similar rocks are used as raw materials in the building activity, it is not strange to have C&D waste anomalously enriched in Cr, Ni, and Zn. This hypothesis is also confirmed by the literature, highlighting that the heavy metal enrichments in soils in the Republic of Macedonia, including those in the Skopje region, are geogenic in nature [28,29,30]. Coherently, in the Cr-Ni binary diagram (Figure 6) the C&D waste samples fall into the average Skopje soil composition field. Comparing the Cr-Ni contents of C&D waste samples with those of ultrafemic and gabbroic rocks from ophiolitic complexes outcropping in the Republic of Macedonia [25,26], C&D waste samples have lower Cr-Ni contents than the ultrafemic rocks, but similar contents to those of gabbros. These relations confirm the geogenic nature of the Cr-Ni enrichments in C&D waste. Further investigation, including mineralogical analyses by X-ray diffraction and scanning electron microscopy, would be necessary to provide additional constraints.
Apart from the origin, are such elements dangerous for human health and environment, and do they preclude the recycling of the Macedonian C&D waste? To assess the “real” potential risk of C&D waste, the mobility of heavy metals must also be taken into account [31,32]. Considering that dump sites are “open systems” exposed to the atmospheric condition (e.g., rainfall), we applied leaching tests in the assessment of worst case environmental scenarios, i.e., when elements of the samples become soluble and mobile in water. The leaching tests presented in this work were based on UNI EN 12457- Part 2 (2004) methodology [33] for leaching of granular waste materials, required by the Italian Ministerial Decree n°186 of 5th of April 2006 (Italian Law D.M. 186/2006 [34]) for the recovery of non-hazardous waste. The analytical procedure of UNI EN 12457-Part 2 (2004) [33] prescribed one stage 24 h-batch test at a liquid to solid ratio (L/S) of 10:1. A similar procedure was applied to twelve C&D samples, showing high XRF content of Cr (> 350 mg/kg) and one sample with high XRF content of Pb (265 mg/kg). We performed one stage 24 h-batch test at L/S 10:1, using deionised water and finely powdered C&D waste samples. The results of ICP-MS analyses on leachates were compared with the Italian TVHM concerning the reuse of not dangerous wastes as inert material [34,35] (Table S4). The concentration of most metals in C&D leachates was below the considered Italian TVHM limits, despite that the same samples had XRF concentrations exceeding the Italian, Chinese, and Dutch TVHMs. The only exceptions were i) Cr, as 8 out of 13 C&D waste sample leachates had concentrations higher than the respective Italian TVHM (even 12 times higher in AF39; Figure 7a), and, to a lesser extent ii) Ni, since 3 out of 13 C&D waste sample leachates had concentrations higher than the respective Italian TVHM (Figure 7b), as well as, iii) Cu, as only one C&D waste sample exceeded the respective Italian TVHM (not shown). The analyses suggest that Cr (and Ni) contamination risk should not be underestimated, therefore C&D waste recycling must be assessed thoroughly, and eventually, also the planning of periodic chemical analyses as measures for providing security must be considered.

5. Conclusions

The SAMCODE project allowed a survey of C&D dump sites in Skopje city and its surroundings, and the collected samples were—for the first time—characterised from the chemical point of view.
XRF major element analysis shows that the investigated C&D waste samples are dominated by SiO2, CaO, and Al2O3, indicating that the original raw materials were formed by various proportions of quartz, carbonates, and clay minerals, i.e., valuable resources that can be recycled for a wide spectrum of activities. The real reuse of these materials is, however, hampered by a lack of homogeneity, an essential requisite for most applications. Moreover, a further critical aspect is highlighted by the XRF trace element analysis including hazardous heavy metals (Co, Cr, Cu, Ni, Pb, V, and Zn) which revealed concentrations of Cr, Ni, and Zn higher than thresholds usually tolerated for environmental matrices. Such enrichments are plausibly geogenic, as Cr and Ni are abundant in Macedonian ophiolitic rocks, whereas sulphides containing Zn are widespread in mining areas of the country. This is also corroborated by the high Cr, Ni, and Zn contents recorded in Macedonian soils. Leaching tests were carried out to evaluate the mobility of these elements, and the ICP-MS analysis highlights that leachates have compositions of Cr (and subordinately of Ni) exceeding legislative thresholds concerning reuse of waste materials, suggesting that the Macedonian C&D waste recycling must be considered carefully due to the Cr (and Ni) risk contamination.
To a broader vision, the message of this project is that C&D waste recycling is important and feasible; but it must be performed following guidelines to guarantee human safety and low environmental impacts. A few collecting centres should be planned, and dumped materials should be transferred to these centres. In such collecting centres a strict protocol should be followed: i) Registration of the provenance of incoming material; ii) elimination of hazardous components for human health (i.e., metal oxides, sulphides, asbestos, etc.) before the C&D processing; iii) homogenization of C&D waste via sorting, crushing, and grain size selection, and; iv) periodical chemical/mineralogical analyses to prevent heavy metals contamination. Nowadays, this approach is not followed in the Republic of Macedonia, therefore it is important to sensitise the operators of building activities as well as local politicians on the correct solid waste management and the importance of C&D waste recycling.

Supplementary Materials

The following are available online at https://www.mdpi.com/2071-1050/12/5/2055/s1, Table S1: Sampling coordinates and volume of C&D waste in dump sites of Skopje and its surroundings (Republic of Macedonia), Table S2: Total carbon (TC, wt.%), total organic carbon (TOC, wt.%), total inorganic carbon (TIC, wt.%), and total nitrogen (TN) composition of the investigated C&D waste samples, Table S3: XRF major (oxide wt.%) and trace element (mg/kg) composition of C&D waste samples and Italian, Chinese, and Dutch threshold values of heavy metals (TVHM) for quality of soils, Table S4: ICP-MS trace element composition of C&D waste sample leachates (mg/l) and Italian TVHM concerning the reuse of not dangerous wastes as inert material.

Author Contributions

Conceptualization, G.B., I.R. and I.M.; methodology, A.Z., C.N., G.M.S., C.M. and A.F.; writing—review and editing, G.B. and V.B.; project administration and funding acquisition, G.B., I.R. and I.M. All authors have read and agreed to the published version of the manuscript.

Funding

This research was funded by the Know-How Exchange Program of the Central European Initiative “SAMCODE” (Project reference number 1206.008-17).

Acknowledgments

The authors are grateful to Elisabetta Dovier of the Central European Initiative for her assistance during the project, to Adnan Ajrula and Mrs. Emilija Gjurcinovska Matevska of the Gazi Baba Municipality for their encouragement in the research, to Lena Talevska and Mario Pislevski for their help in crushing samples at IECE and to Renzo Tassinari, who is responsible for the XRF and ICP-MS laboratories at the Department of Physics and Earth Sciences. The authors also thank the Editorial Office and two anonymous reviewers for their constructive criticism and suggestion.

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1. Location and photos of the sampling sites in Skopje city and its surroundings (Republic of Macedonia).
Figure 1. Location and photos of the sampling sites in Skopje city and its surroundings (Republic of Macedonia).
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Figure 2. (a) Carbon elemental compositions of the different carbon fractions: Total carbon (TC), organic carbon (TOC), inorganic carbon (TIC) in the C&D waste samples; (b) distribution of TOC vs total nitrogen (TN) of the C&D waste samples.
Figure 2. (a) Carbon elemental compositions of the different carbon fractions: Total carbon (TC), organic carbon (TOC), inorganic carbon (TIC) in the C&D waste samples; (b) distribution of TOC vs total nitrogen (TN) of the C&D waste samples.
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Figure 3. Distribution of (a) SiO2 vs CaO; (b) CaO vs Al2O3; (c) K2O vs Al2O3; (d) CaO vs LOI of the C&D waste samples.
Figure 3. Distribution of (a) SiO2 vs CaO; (b) CaO vs Al2O3; (c) K2O vs Al2O3; (d) CaO vs LOI of the C&D waste samples.
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Figure 4. (a) CaO–Al2O3–SiO2 triangular diagram reporting compositions of the investigated C&D waste samples as well as the sub-triangle C3S (tricalcium silicate; alite)–C2S (dicalcium silicate; belite)–C3A (tricalcium aluminate) for the ideal cementstone compositions [15]; (b) Fe2O3–(Na2O + K2O)–(CaO + MgO) triangular diagram reporting compositions of the investigated C&D waste samples as well as compositional fields typical of ceramics (majolica, “cottoforte”, and stoneware; [16]) and bricks [17]; (c) Al2O3–(TiO2 + Fe2O3 + MgO + CaO + Na2O + K2O)–SiO2 triangular diagram reporting compositions of the investigated C&D waste samples as well as compositional fields typical of ceramics (majolica, “cottoforte”, white stoneware, and red stoneware; [16]).
Figure 4. (a) CaO–Al2O3–SiO2 triangular diagram reporting compositions of the investigated C&D waste samples as well as the sub-triangle C3S (tricalcium silicate; alite)–C2S (dicalcium silicate; belite)–C3A (tricalcium aluminate) for the ideal cementstone compositions [15]; (b) Fe2O3–(Na2O + K2O)–(CaO + MgO) triangular diagram reporting compositions of the investigated C&D waste samples as well as compositional fields typical of ceramics (majolica, “cottoforte”, and stoneware; [16]) and bricks [17]; (c) Al2O3–(TiO2 + Fe2O3 + MgO + CaO + Na2O + K2O)–SiO2 triangular diagram reporting compositions of the investigated C&D waste samples as well as compositional fields typical of ceramics (majolica, “cottoforte”, white stoneware, and red stoneware; [16]).
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Figure 5. Concentrations in mg/kg of (a) Co; (b) Cr; (c) Cu; (d) Ni; (e) Pb; (f) V; (g) Zn in C&D waste samples compared with Italian, Chinese, and Dutch threshold values of heavy metals (TVHM, Table S3). Italian TVHMs (thick dashed line) are from soils of green areas used for public/private residential purposes (Italian Legislative Decree 152, 03/04/2006 [22]); Chinese TVHMs (thin dashed line) are from environmental quality standard soils “Level-II”, to guarantee agriculture and human health (CEPA—Chinese Environmental Protection Administration, GB 15618-1995 [23]); Dutch TVHMs (continuous line) are the target values from environmental quality Dutch standards, beyond which soils are considered contaminated (Dutch Soil Remediation Circular 2009, ESdat [24]).
Figure 5. Concentrations in mg/kg of (a) Co; (b) Cr; (c) Cu; (d) Ni; (e) Pb; (f) V; (g) Zn in C&D waste samples compared with Italian, Chinese, and Dutch threshold values of heavy metals (TVHM, Table S3). Italian TVHMs (thick dashed line) are from soils of green areas used for public/private residential purposes (Italian Legislative Decree 152, 03/04/2006 [22]); Chinese TVHMs (thin dashed line) are from environmental quality standard soils “Level-II”, to guarantee agriculture and human health (CEPA—Chinese Environmental Protection Administration, GB 15618-1995 [23]); Dutch TVHMs (continuous line) are the target values from environmental quality Dutch standards, beyond which soils are considered contaminated (Dutch Soil Remediation Circular 2009, ESdat [24]).
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Figure 6. Cr vs Ni contents in C&D waste samples compared with Cr-Ni contents of i) Skopje soil [30]; ii) ultrafemic [25] and gabbroic rock [26] compositions of ophiolitic complexes.
Figure 6. Cr vs Ni contents in C&D waste samples compared with Cr-Ni contents of i) Skopje soil [30]; ii) ultrafemic [25] and gabbroic rock [26] compositions of ophiolitic complexes.
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Figure 7. Concentrations in mg/l of Cr (a) and Ni (b) in selected C&D waste sample leachates compared with the Italian threshold values of heavy metals (TVHM) concerning the reuse of not dangerous wastes as inert materials. Italian TVHM are from Italian Law Ministerial Decrees 5/2/98 [35] and 186/2006 [34] (Table S4).
Figure 7. Concentrations in mg/l of Cr (a) and Ni (b) in selected C&D waste sample leachates compared with the Italian threshold values of heavy metals (TVHM) concerning the reuse of not dangerous wastes as inert materials. Italian TVHM are from Italian Law Ministerial Decrees 5/2/98 [35] and 186/2006 [34] (Table S4).
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MDPI and ACS Style

Bianchini, G.; Ristovski, I.; Milcov, I.; Zupac, A.; Natali, C.; Salani, G.M.; Marchina, C.; Brombin, V.; Ferraboschi, A. Chemical Characterisation of Construction and Demolition Waste in Skopje City and Its Surroundings (Republic of Macedonia). Sustainability 2020, 12, 2055. https://doi.org/10.3390/su12052055

AMA Style

Bianchini G, Ristovski I, Milcov I, Zupac A, Natali C, Salani GM, Marchina C, Brombin V, Ferraboschi A. Chemical Characterisation of Construction and Demolition Waste in Skopje City and Its Surroundings (Republic of Macedonia). Sustainability. 2020; 12(5):2055. https://doi.org/10.3390/su12052055

Chicago/Turabian Style

Bianchini, Gianluca, Igor Ristovski, Igor Milcov, Alojz Zupac, Claudio Natali, Gian Marco Salani, Chiara Marchina, Valentina Brombin, and Andrea Ferraboschi. 2020. "Chemical Characterisation of Construction and Demolition Waste in Skopje City and Its Surroundings (Republic of Macedonia)" Sustainability 12, no. 5: 2055. https://doi.org/10.3390/su12052055

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