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Basic properties, characteristic heavy metals leaching and migration of coal incineration fly ash-based mortar

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... The tailings' surface contains active heavy metal ions. In addition to being used for particle refinement, the mechanical energy applied by crushing is also stored in the particle to "weak solidification", and the research on the solidification ability of the low strength of CTB has not been carried out [28,29]. ...
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The high consumption and high cost of cement are the bottleneck problems that limit the development of cemented tailings backfilling technology. The low-consumption cement backfill is immersed in a weak acid/alkaline groundwater environment for a long time. Reducing the consumption of cement can easily lead to problems such as a sudden decrease in strength and the leakage of heavy metals. Through the monolithic leaching test in static and uniaxial compressive tests, the heavy metals’ leaching concentration and the compressive strength of low-consumption cement backfills in different pH soaking solutions were measured at different soaking times. Results show that a lower cement concentration will result in a lower CTB compressive strength and a higher rate of heavy metal leaching. Long-term exposure to an acidic/alkaline environment will lead to the instability and destruction of the CTB structure. A microscopic examination reveals that the creation of hydration products can improve the structure’s compactness while also lowering the internal porosity of CTB but can also solidify heavy metal ions in various ways. A first-order reaction/diffusion model (FRDM) can better evaluate the leaching behavior of CTB. This study helps to improve backfilling technology, thereby contributing to the creation of sustainable mining geotechnologies.
... However, reports related to CFA point to up to 0.17 mg/kg to 41.6 mg/kg Pb and 6.2 mg/kg to 88.6 mg/kg Cr [9]. Similar work on ash toxicity reports leaching trends in the order Cr > Pb > Ni > As > Hg [27]. The total leaching in CFAs depends on the carbon source. ...
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... The agglomerates formed by the combination of CaCO 3 and other components can provide a skeleton effect. The chemical composition of the FA was mainly composed of oxides, such as Al 2 O 3 , SiO 2 , and Fe 2 O 3 , with a certain activity [28]. The clay used was Lianyungang coastal clay. ...
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To effectively utilize the effectively the solid waste-soda residue (SR) and fly ash (FA), a mixture of 70% SR, 20% FA, and 10% clay was formed to produce soda residue soil (SRS). By adding cement and/or lime, four different SRS proportions were prepared. The compaction properties, mechanical properties, and dry–wet stability. Furthermore, the mechanical mechanisms of SRS were explored, and the improvement effect and efficiency of cement and/or lime on the mechanical performance of SRS were analyzed. The results show that the SRS is lightweight and easy to compact and shape, which is conducive to construction. Compared to cement, lime has a greater impat on the compaction properties of SRS. The mechanical properties of SRS are enhanced after adding cement and/or lime; the unconfined compressive strength (UCS), California Bearing Ratio (CBR), and resilient modulus all increase significantly. The UCS, CBR, and resilient modulus of SRS with different proportions all increase with the increase of compaction degree; the CBR and resilient modulus can meet the requirements of the subgrade, and the UCS can meet the requirements of the base and sub-base. The contribution rate of cement per unit amount is better than that of lime to the mechanical performance of SRS. As dry–wet cycles increase, the dry–wet stability of SRS with different proportions first increases and then decreases, which is affected by hydration and dry–wet deterioration together, with a critical cycle number for the strength transition. The excellent mechanical performance of SRS benefits from the gradation and chemical action. The particles of SR, FA, and clay can complement each other and perform an interlocking action. Therefore, SRS has a good gradation and forms a dense and stable structure. Also, the chemical reactions between materials are very important. The cement and/or lime have a hydration and gelling effect, FA and clay participate in pozzolanic reactions, and SR and FA have certain alkali-activated effects.
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An innovative hybrid cement, based on type F fly ash (FA), iron and steel slag (ISS) and Portland cement (OPC), is proposed in the present paper. The precursors were activated by powder-form elements – sodium sulphate or sodium chloride – forming what is known as a ‘one part geopolymer’ cement, which was then evaluated considering both mechanical and microstructural perspectives. Results showed that, in these conditions, the reactivity of the ISS is lower than that of the FA, with or without the presence of the activators. In the ternary pastes formed by 50%ISS +25%FA + 25%OPC and 25%ISS +25%FA + 50%OPC, with no activator included, both the ISS and the FA reacted due to its inherent pozzolanic activity. The presence of the powder-form activators increased the mechanical strength of the pastes (which are known as “hybrid cements”, since an activator and OPC are simultaneously present), relatively to the no-activator pastes. Furthermore, the inclusion of Na2SO4 or NaCl increased and decreased the activation rate, respectively, relatively to the equivalent binder hydrated with water (i.e. without the presence of an activator). Regardless, in both cases, strength values above 40 MPa and 35 MPa, after 28 days curing, were obtained. In the hybrid cements, the activators first reacted with the OPC phases; with the activator anions originating products such as calcium sulphate, ettringite or Friedel's salt (depending on the activator type), which increase the density of the matrix and, therefore, the resulting mechanical strength. Furthermore, in the presence of the Na⁺ cation, local NaOH is generated, increasing the alkalinity of the medium and, consequently, accelerating the reaction of the ISS and FA, which further improves the mechanical strength. Behind every combination, a C-(A)-S-H gel is the main reaction product.
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In this study, systematic macroscopic and microscopic analyses on the mechanical performance of metakaolin (MK)/fly ash (FA) based geopolymer mortar were carried out through compression tests, bending tests, and phase analysis, to illustrate the mechanisms of the interaction between fiber and nano additives and mortar leading to the improvement of mechanical properties of matrix. The detailed analyses on the microscopic mechanisms of mechanical performance enhancement due to the nano-SiO2 (NS) and polyvinyl alcohol (PVA) fibers were made based on the microscopic tests using field emission scanning electron microscopy (FE-SEM), energy dispersive X-ray spectrometer (EDS), and X-ray diffractometer (XRD). The microscopic morphology and phase analyses demonstrated that an appropriate amount of NS promoted the geopolymerization and improved the mechanical properties of the mortar; however, after a certain value, the continued increase of the proportion of NS negatively affected mechanical properties of geopolymer mortar. Microstructural analyses and crystal identification indicated that in addition to its filling effect, NS formed more structurally stable (N, C)-A-S-H crystals that enhanced the adhesion between the matrix and PVA fiber surfaces. However, excessive NS negatively impacted the hydration of the FA and MK, thus inhibiting the formation of aluminosilicate, which resulted in a reduction in the strength of the geopolymer mortar. Through the above experiments, the microscopic mechanism of the macroscopic mechanical behavior changing caused by NS and PVA was revealed, aiming to provide reference for future improvement on mix proportion of MK/FA based geopolymers and in-depth research.
Article
The study of the relationships between freshwater organisms, pollution and public awareness has been little researched. The public’s perception of risk from pollution is a fundamental component in determining consumer behavior and promoting healthy habits. For instance, understanding how consumers perceive the risks associated with pollution can help with adoption of safe behaviors to reduce the health hazard associated with pollutant exposure. This study focused on the southeastern United States, a region predicted to be exposed to high mercury stress by increasing mercury deposition and methylation. First, we placed our study region in the world map of regions more prone to suffer from increasing mercury stress in a climate change scenario. Second, mercury levels in fish tissues was quantified by direct mercury analyzer (DMA). Third, we explored human fish consumption habits and risk social perception, including willingness to adapt fish consumption based on two future hypothetical scenarios of mercury stress. From a global perspective, our analysis demonstrates that the southern US is one of five world areas of greatest conservation concern for mercury stress. In this region, the average monomethyl mercury concentration in fish tissues exceeded the limits considered safe for human consumption. Even though many in the local population were aware of the health hazards associated with fish consumption, only women of reproductive age were willing to adopt safe consumption habits. Altogether, these results show how bringing together field data, social perceptions, and consumption habits can help in designing an adaptive strategy to confront mercury pollution. Although our results are for the United States, other world regions prone to suffer increasing mercury stress have been identified and should be the focus of future studies and prescriptions.
Article
Petrochemical industries are widely distributed in China. As a negative consequence, heavy metals in petrochemical area can result in soil contamination. However, the relevant research of heavy metals contamination in petrochemical area was few. In this study, a total of 103 topsoil samples (<20 cm) and 25 profile soil samples were collected and examined in a retired petrochemical industrial area, South China. The results showed the mean contents of Hg, Cd, As, Pb, Ni and Cu were 0.18, 0.69, 16.22, 47.24, 31.62 and 93.06 mg·kg⁻¹, respectively. The spatial distribution of six metals in topsoil was largely attributed to the industrial activities during the petroleum refining and transshipment process. Ni was the main pollutant in the petroleum refining process. While, the contamination of other metals mainly were caused by the leakage of the oil during transshipment. The migration of six metals to subsoil layers was also observable. In accordance, Hg, Cd, As, Pb, Cu, and Ni dropped by 95.02, 71.91, 89.45, 90.88, 99.22, and 65.07%, respectively, compared to their contents in topsoil. The contamination of the heavy metals was mainly caused during the process of petroleum refining and transshipment. The distribution of heavy metals in the factory was mainly affected by the industrial activities or the lateral infiltration of Lianhuashan River. Soil ingestion was the primary pathway for children and adults exposure to heavy metals. The total non-cancer human health risk induced by heavy metals was within the limit of USEPA (10⁻⁶ a⁻¹). While the cancer risks alone induced by As through soil ingestion to children was 1.14×10⁻⁶ a⁻¹, which exceeded the limit of USEPA. This study indicated that not only petroleum hydrocarbon but also heavy metals can cause soil contamination in a retired petrochemical industrial area, which provides a novel cognition. Altogether, measures should be taken in practice to substantially improve the soil quality in petrochemical industrial area.
Article
In this study, the concept of “full-volume fly ash (FVFA) geopolymer mortar” is proposed using FA geopolymer as a binder and sintered fly ash aggregates (FAAs) to fully replace the conventional river sand (by volume), aiming to conserve natural sand resources through further utilizing of FA. The influences of the FAAs, the alkali concentration, and curing regime on the physical, mechanical, microstructure, and mineralogy properties of the FVFA geopolymer mortars were experimentally evaluated. The properties of the conventional river sand control mortars were used as a benchmark reference. The results indicated that both compressive strength and density of the FVFA geopolymer mortars were relatively lower compared to that of the control mortars. The change of alkali concentration and steam-curing duration could generate a wide variant range of the compressive strength and density. Further, the FVFA geopolymer mortars were found to have much higher total porosity relative to the control mortars. The drying shrinkage of the FVFA geopolymer mortars was much lower than that of control mortars due to the internal curing effect of the FAAs. It was challenging to identify the interfacial transition zone (ITZ) between the sintered FAAs and the FA geopolymer binder relative to that between sand and paste in control mortars. It was found that the external layer of the FAAs has reacted with the alkaline solution while the internal core remains relatively stable during the 28 days.
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Municipal SolidWaste (MSW) management in China has been transitioning from a mixed collection and treatment system to a separated collection and treatment system. The continuous rise of MSW treatment capacity and the optimization of technology structure provided basic facility support for China to promote MSW separation at source. China preferred a four-type separation system. Regulated recycling should be enhanced to improve the efficiency and sustainability of recycling industry. As food waste is the main composition of MSW in China, 20%–30% of the food waste diversion and land application could maximize the comprehensive environmental performance. Incineration is to be the pillar technology in MSW separated treatment system in China.
Article
Calcium-silicate-hydrate (C-S-H) gel is the most important product of cement hydration and the only phase with the evolving microstructure in cement-based materials. Previously, extensive researches have adopted nanoindentation to investigate the mechanical properties of various C-S-H gels at mature ages, revealing two packing morphologies of C-S-H gels (i.e. loose-packed C-S-H and dense-packed C-S-H). However, the study on the early-age formed C-S-H gel is rare, resulting in the poor understanding on the evolution of the mechanical properties of C-S-H gel. The study adopts nanoindentation and dynamic modulus mapping to investigate the C-S-H gel formed by C3S hydration and give an insight into the evolution of the elastic properties of C-S-H gel.
Article
Recently, surface soils of remote or protected areas, that receive pollutants from the surroundings or in situ activities through dry and wet deposition, exceed the baseline content of heavy metals. In the last decades, the use of single and integrated indices is a powerful tool to process, analyze and convey information about metal accumulation degree for decision makers to better manage protected areas. Single indices provide information about only one metal, whereas the integrated ones give a holistic evaluation. The aim of the research was to assess the temporal trends of three single (Contamination Factor, Enrichment Factor and Geo-accumulation Index) and two integrated (Pollution Load Index, Nemerow index) indices in order to evaluate if the touristic impact caused soil metal (Cr, Cu, Ni and Pb) accumulation. In autumn 2016 and in spring 2016 and 2017, the surface soils (0–10 cm) were collected at eight sites inside the Vesuvius National Park (Southern Italy), characterized by intense tourism from spring to autumn. The metal concentrations were measured in the soils and used to calculate the indices. In addition, the Ecological Risk Factor was calculated and the phytotoxicological assays were performed. The findings showed that the surface soils of the Vesuvius National Park were polluted by Cr, Cu, Ni and Pb, according to both single and integrated indices. The touristic impact would seem to be the main cause of soil metal accumulation, as the highest values of the calculated indices were detected for samples collected at the end of the touristic season and the lowest at the beginning of the touristic season. Anyway, Cu and Pb would seem also to derive by ex situ anthropogenic sources, whereas Cr and Ni also by natural sources, such as spontaneous fires and substrate weathering. Finally, the soils showed phytotoxic effects and low ecological risks.
Article
This study examines the pozzolanic effect of calcined lime sludge (CLS), a residual solid waste from the paper industry, and fly ash (FA), a residue generated from thermal power plants. CLS is obtained by calcination of lime sludge (LS) at the temperature 750 to 800°C (1382 to 1472°F) for 2 hours. The formation of calcium silicate hydrate (C-S-H), which is responsible for binding aggregates in concrete, is observed by hydrothermal method for three different proportions of CLS and FA in 1:5, 2:5, and 3:5 ratios at the temperature 220 to 250°C (428 to 482°F) in a hydrothermal cell. The chemical composition, physical properties, morphology, and mineralogical characteristics of the precursor materials and the formed C-S-H are analyzed by using XRF, XRD, SEM/EDS, TG-DSC, and FT-IR. In addition, the hydration behavior of ternary blended cementitious paste at a constant temperature of 30°C (86°F) is evaluated for pozzolanic activity by using ordinary portland cement (OPC), FA, and CLS in three different proportions. The result shows that the premature stiffening during early hydration of ternary blends compared to control. This study leads to potential use of FA and CLS in large quantities in a promising direction.
Article
Bioleaching of heavy metals (Cu, Zn, Cr and Pb) from coal fly ash by cyanobacterial strains (Nostoc muscorum, Anabaena variabilis, Tolypothrix tenuis and Aulosira fertilissimia), that are commonly used as biofertilizers in rice cultivation was studied to assess utilization of fly ash while mitigating its environmental metal toxicity. Cyanobacteria were grown at different concentration of fly ash at 0, 5, 10, and 20% was treated with different blue green algal strains (Nostoc muscorum, Anabaena variabilis, Tolypothrix tenuis, and Aulosira fertilissimia) in suitable growth medium (BG-11) and distilled water to observe their growth and metal accumulation. Nostoc muscorum (ARM 442 mg g⁻¹) showed maximum uptake of Cr (3.65 mg g⁻¹), Pb (2.12 mg g⁻¹) at BG 11(-N) medium amended with 10% fly ash, respectively. Anabaena variabilis (ARM 441) showed maximum uptake of Cu (0.313 mg g⁻¹) and Pb (2.01 mg g⁻¹) in BG 11 (–N) medium amended with 5% fly ash whereas Cr uptake (1.21 mg g⁻¹) at 10% fly ash and Zn uptake (0.697 mg g⁻¹) at 20% fly ash grown in BG 11(-N) medium. Increased accumulation of metals in blue green algae biomass grown in BG 11(-N) medium amended fly ash confirms that metal concentration was balanced between the algal strains.
Article
The characterization of the concentration and chemical speciation of heavy metals in surface and vertical profile soils is a necessary for pollution monitoring and the potential risk assessment of the heavy metals (HMs) to animal and human health. Surface soil samples (n = 14) and vertical profile soil samples (n = 36) from selected sites (n = 6) were collected from coal-mine brownfield in the Qingshui River Basin, in which the concentrations and chemical speciation of HMs (Cd, Cr, Cu, Mn, Ni, Pb, Zn) in surface soils and HM concentrations in vertical profile soils were determined by ICP-OES and analyzed using methods of geo-accumulation index (Igeo), Tucker 3 model and health risk assessment. The chemical fractions of HMs were extracted by BCR- sequential extraction procedure. Results show that HMs in surface soils accumulate in descending order of Cd > Pb > Cu > Ni > Mn > Zn > Cr. All HMs are associated with residue fraction to different degrees. Manganese and Ni are closely related to extractable BCR fractions and turn to be the severer pollutants in some sites. The Igeo values of HMs in vertical profile soils indicate ‘uncontaminated’. Whereas coal mining activities with long history increase HM concentrations in subsurface soils at the coal mine former site. The non-carcinogenic risk posed by HM extractable fractions to children and adults fall below the safe level of 1. Lead extractable fraction exhibits the highest risk value in the case of children. The levels of carcinogenic risk posed by Cr and Ni extractable fractions are above that of the United States Environmental Protection Agency (USEPA) acceptable level (1 × 10− 6). Nickel extractable fraction exhibits the highest carcinogenic risk values for children with exceeding that of the maximum USEPA acceptable level (1 × 10− 4).
Article
In this paper fly ash based geopolymer mortars have been prepared and their thermal behavior evaluated in order to assess the suitability of fly ash based alkali-activated binders for thermal energy storage in solar thermal plants. Different parameters, such as binder/aggregate ratio, percentage of fly ash replaced by slag, temperature and curing time, have been changed and optimized using the Design Of Experiments (DOE) approach. In order to estimate the thermal cycling stability of geopolymeric mortars at elevated temperatures, mechanical strength and weight loss of each sample subjected to different thermal cycles in the temperature range 150–550 °C were evaluated. Finally, thermal conductivity of some of the mixtures, selected on basis of the thermal stability test results, have been measured. Fly ash based geopolymeric mortars remained stable after each thermal treatment and specimens treated at elevated temperatures retained acceptable compressive strength. The thermal stability was preserved also after repeated thermal cycles, proving that fly ash based geopolymers are suitable materials for thermal energy storage concretes.
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Analysis and Prediction of Equal Strength Mechanism of Fly Ash Mortar under Low Water-Binder Ratio
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Effect of particle characteristics of fly ash on hydration properties of recycled concrete
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