aleppo efficient environmental calcite sand maker

aleppo efficient environmental calcite sand maker

Microbially induced calcite precipitation (MICP) has not only helped to shape our planet’s geological features but is also a promising technology to address environmental concerns in civil engineering applications. However, limited understanding of the biomineralization capacity of environmental bacteria impedes application. We therefore surveyed the environment for different mechanisms of precipitation across bacteria. The most fundamental difference was in ureolytic ability, where urease-positive bacteria caused rapid, widespread increases in pH, whereas nonureolytic strains produced such changes slowly and locally. These pH shifts correlated well with patterns of precipitation on solid medium. Strikingly, while both mechanisms led to high levels of precipitation, we observed clear differences in the precipitate. Ureolytic bacteria produced homogenous, inorganic fine crystals, whereas the crystals of nonureolytic strains were larger and had a mixed organic/inorganic composition. When representative strains were tested in application for crack healing in cement mortars, nonureolytic bacteria gave robust results, while ureolytic strains showed more variation. This may be explained by our observation that urease activity differed between growth conditions or by the different natures and therefore different material performances of the precipitates. Our results shed light on the breadth of biomineralization activity among environmental bacteria, an important step toward the rational design of bacterially based engineering solutions

[email protected]

Hot Sand Making Machine Brief Introduction

We are a professional mining machinery manufacturer, the main equipment including: jaw crusher, cone crusher and other sandstone equipment;Ball mill, flotation machine, concentrator and other beneficiation equipment; Powder Grinding Plant, rotary dryer, briquette machine, mining, metallurgy and other related equipment.If you are interested in our products or want to visit the nearby production site, you can click the button to consult us.

IMPORTANCE Biomineralization triggered by bacteria is important in the natural environment and has many applications in industry and in civil and geotechnical engineering. The diversity in biomineralization capabilities of environmental bacteria is, however, not well understood. This study surveyed environmental bacteria for their ability to precipitate calcium carbonate minerals and investigated both the mechanisms and the resulting crystals. We show that while urease activity leads to the fastest precipitation, it is by no means essential. Importantly, the same quantities of calcium carbonate are produced by nonureolytic bacteria, and the resulting crystals appear to have larger volumes and more organic components, which are likely beneficial in specific applications. Testing both precipitation mechanisms in a self-healing concrete application showed that nonureolytic bacteria delivered more robust results. Here, we performed a systematic study of the fundamental differences in biomineralization between environmental bacteria, and we provide important information for the design of bacterially based engineering solutions

Environmental protests worldwide have highlighted a growing demand for action on the threat of climate change. Human activity has greatly contributed to global warming, currently causing an estimated 0.2°C increase per decade due to past and ongoing emissions (1). There is a clear need to reduce our carbon dioxide (CO2) emissions, as well as to find novel ways in which we can consume CO2 as a means of decreasing overall levels. Geological sequestration of CO2 from large point source emitters into carbonate minerals, such as dolomite and limestone, is an emerging technology that could mitigate increasing CO2 concentrations (2). Microorganisms can act as biomediators to enhance carbon capture (2) by microbially induced calcite precipitation (MICP). This process leads to precipitation of CO2 as calcium carbonate (CaCO3) as a result of microbial metabolism and has been occurring on a geological scale for more than 2.5 billion years (3). The formation by microbes of mineral carbonate structures, termed microbialites, is mediated by a large diversity of microorganisms, often working together in a consortium (4). Indeed, cyanobacteria, in association with heterotrophic bacteria, are thought to be the principal contributors to the production of carbonate rocks during almost 70% of Earth’s history (3.5 to 0.5 billion years) (3)

in-depth profiling of calcite precipitation by

The success of MICP in biological engineering of the environment has led to the investigation of its potential for exploitation in other areas. These areas include bioremediation of heavy metal-contaminated soils via immobilization of metals in precipitates (5, 6) and wastewater treatment using this technology to remove excess calcium. Geotechnical engineering represents another area of interest, in which MICP can improve soil properties by precipitating CaCO3 to bind sand particles together. Utilization of MICP in the construction industry is another rapidly emerging field. The production and maintenance of concrete bear heavy environmental and economic costs, with cement production contributing up to 5 to 8% of global anthropogenic CO2 emissions (7, 8). Moreover, reinforced concrete structures face durability issues caused by cracking and subsequent ingress of water and ions such as chlorides. This leads to corrosion of internal steel reinforcement and eventual structural failure. MICP can seal such cracks in concrete and reduce permeability to damaging substances, thereby extending the life span of structures and reducing the environmental burden caused by construction of replacement structures. This broad range of applications necessitates an understanding of how bacteria precipitate calcite and what the factors are that may limit their performance

Most bacteria are capable of MICP under suitable conditions (9), with key factors such as calcium concentration, concentration of dissolved inorganic carbon (DIC), pH, and availability of crystal nucleation sites affecting precipitation (10). Bacterial metabolism results in an increase in both pH and DIC (through aerobic or anaerobic oxidation of organic compounds) and in changes in solution chemistry (11). This can lead to the oversaturation of Ca2+ and CO32− ions to facilitate the formation of calcium carbonate precipitates (11). The negatively charged cell surfaces of bacteria further promote precipitation by attracting calcium ions and acting as nucleation sites for crystal formation (12)

To date, the majority of studies of MICP have focused on ureolytic bacteria (12). These are associated with high rates of CaCO3 precipitation (2), caused by hydrolysis of urea [CO(NH2)2] to ammonia (NH3) and carbonic acid (H2CO3) (2). The reaction of ammonia with water to ammonium (NH4+) and hydroxide ions (OH−) causes an upshift in pH, while carbonic acid dissociates to generate bicarbonate (HCO3−). In the presence of calcium, this leads to the formation of a calcium carbonate (CaCO3) precipitate (equations 1 and 2). CO(NH2)2+2H2O→2NH4++CO32− (1) Ca2++CO32−→CaCO3(s) (2)

Ureolytic MICP has been used in a range of applications. Positive outcomes were obtained in the improvement of soil properties; however, nonuniform rates of precipitation throughout the samples led to varying results (13). In addition, the requirement for injection of the healing agent into the ground created problems in which the rapid precipitation initiated by urease activity caused clogging at the injection site (14). In other applications, such as crack sealing in cementitious materials, ureolytic MICP has been shown to promote healing (15, 16). However, because of the dependency of the reaction on enzymatic activity, factors such as low temperature markedly decreased the efficiency of the reaction (17). In addition, ureolytic MICP requires the presence of urea, which may not always be feasible to provide, and the release of ammonia could contribute to environmental nitrogen loading (18)

in-depth profiling of calcite precipitation by

To work around the challenges associated with ureolytic bacteria, the use of other metabolic pathways needs consideration. The high efficiency of ureolytic MICP has resulted in the assumption that nonureolytic pathways cannot yield similarly high levels of precipitation and are thus an inferior strategy to achieve precipitation. This has limited our understanding of alternative pathways, and the factors affecting efficient calcite precipitation in nonureolytic bacteria are not clear. Studies on self-healing concrete using alkaliphilic nonureolytic bacteria such as Bacillus pseudofirmus and Bacillus cohnii have shown great promise and have led to similar levels of self-healing at the laboratory scale as ureolytic bacteria (19, 20). To fully assess the potential of MICP for industrial and environmental use, detailed understanding of the microorganism, mechanism of precipitation, and application is therefore important

Most studies of MICP have focused on a small number of species and have thus restricted our understanding of the mechanisms of precipitation across bacteria. In addition, many previous studies have been primarily application driven and have not always explored the deeper workings of how the bacteria precipitate minerals and what influences this ability. To build a strong basis on which to develop our understanding of MICP, we took a broad view here and surveyed in detail the ability of environmental bacteria to precipitate calcite. Focusing on bacteria that could grow in the alkaline conditions typical of high-calcium environments, we assessed the prevalence of MICP capability in environmental bacteria, their mechanisms of precipitation and resulting crystal morphologies, and their suitability for application in self-healing concrete. Our study provides an understanding of the environmental potential for MICP, which is not only relevant to geomicrobiology but will facilitate a more design-based approach to industrial application of MICP

Calcite precipitation ability of environmental isolates.To gain a broader understanding of the capability of bacteria to precipitate calcium carbonate, we first performed a survey of a range of environments. In this, we focused on sites expected to be calcium rich, such as exposed limestone, caves, and soils in areas with a limestone bedrock, within the southwestern United Kingdom. Our isolation strategy targeted spore-forming bacteria, as their stress tolerance makes them more universally useful in potential applications. Moreover, as many of the high-calcium environments are in the alkaline pH range, we specifically sought isolates that tolerate such conditions. Interestingly, the majority (89%) of colonies obtained during primary isolations had visible crystal formation on the surface that was indicative of biomineralization. This supports previous observations that this is a common trait among bacteria (9). Of 74 isolates able to grow at pH 9, 31 displayed some growth at pH 10 on 0.25× B4 minimal medium and were chosen for further characterization

in-depth profiling of calcite precipitation by

Preliminary identification based on partial sequencing of the 16S rRNA genes assigned all of the isolates to the order Bacillales (Fig. 1). The selection of spore formers by heat treatment can account for the prevalence of Bacillales spp., with most isolates grouping within the Bacillus genus. The predominant species represented were Bacillus licheniformis and Bacillus muralis. Sporosarcina pasteurii was included in the analyses since it represents the paradigm organism for industrial application of calcite precipitation. Interestingly, five of our isolates grouped within the same clade as S. pasteurii (Fig. 1)

Phylogenetic analysis of selected calcite-precipitating isolates and their closest relatives. Yellow boxes, nonureolytic isolates; orange boxes, isolates with inducible ureolytic activity; pink boxes, isolates that utilize urea as a primary nitrogen source; unfilled boxes, unknown ureolytic ability. The ureolytic potential of closest relatives is not shown. GenBank accession numbers are indicated in parentheses. The percentages of trees in which associated taxa clustered together are shown next to the branches (1,000 bootstraps)

Mechanistic differences in calcite precipitation between isolates.The isolation strategy, with the exception of looking for alkali-tolerant spore formers, was unbiased for particular metabolic properties of the bacteria. A key feature of many known calcite precipitators is ureolysis, which leads to a rapid pH change in the environment due to the release of ammonia and subsequent production of OH−. We therefore tested each of our isolates for its ability to cleave urea, indicated by a pink color change in test broth containing urea and phenol red (Fig. 2 and Fig. S2). Five out of the 31 isolates taken forward for further characterization were ureolytic. Two of these ureolytic isolates (CG4_2 and CG6_1) were most closely related to B. muralis, while two others (CG7_2 and CG7_3) were identified as Lysinibacillus fusiformis. The final isolate (EM1) was identified as Psychrobacillus psychrodurans and was most closely related to S. pasteurii. With the exceptions of CG4_2 and CG6_1, the other ureolytic isolates formed a monophyletic clade with the strongly ureolytic species S. pasteurii (Fig. 1)

in-depth profiling of calcite precipitation by

Diversity in ureolytic activity across environmental isolates. (Left) Urease test broth inoculated with the strains indicated to the left. (Right) Nutrient agar plates supplemented with phenol red, calcium acetate, and urea were inoculated in the center with suspensions of the same strains. “Control” images show uninoculated media. Pink shading indicates the pH change caused by ammonia release from ureolytic activity

To determine the effects of ureolysis and the associated pH change on crystal formation, we repeated the experiment on solid medium. Nonureolytic strains showed only small changes in pH, as indicated by local color changes in the immediate vicinity of the bacterial colony. This local shift in pH close to bacterial growth is most likely due to degradation of the amino acid components of the growth medium, leading to local release of ammonia (Fig. 2, isolate PD1_1; Fig. S2). In contrast, a rapid and widespread increase in pH was apparent in the model ureolytic bacterium S. pasteurii. Indeed, an increase in pH, as indicated by a color change from orange to pink, was visible as early as 1 h after inoculation of the plate with S. pasteurii, and the pH of the entire plate was alkaline by 24 h (Fig. 2). Similarly, the closely related ureolytic isolate CG7_3 caused a rapid increase in pH, although the rate of pH change was slightly slower than seen in S. pasteurii (Fig. 2). The same behavior was observed for isolate EM1 (Fig. S2)

We next investigated the patterns of calcium carbonate precipitation on the same agar plates and found that crystal formation correlated well with pH changes within the medium. In nonureolytic strains, crystals were visible only on the surface of the colony, corresponding to the observed localized pH change (Fig. 3A). In contrast, with ureolytic strains, crystal precipitation reflected the global pH change and occurred throughout the medium (Fig. 3B). The precipitation of calcium carbonate crystals throughout the medium was likely due to a change in the saturation kinetics in the medium, resulting from the rapid increase in pH caused by the urease-mediated release of ammonia from urea. Indeed, when urea was omitted for isolate CG7_3, only the localized pH changes associated with nonureolytic isolates were seen (Fig. S3). In addition, crystals were only visible on the surface of the colony when urea was omitted (Fig. S4), indicating that there are mechanistic differences in calcite precipitation under ureolytic and nonureolytic conditions

in-depth profiling of calcite precipitation by

Crystal formation correlates with pH changes in nonureolytic and ureolytic bacteria. (A) Nonureolytic isolate PD1_1 shows localized crystals on the bacterial colony. (B) Ureolytic S. pasteurii demonstrates crystal precipitation throughout the medium, corresponding to pH changes that occur throughout the medium. Arrows indicate CaCO3 crystals

Interestingly, two isolates that had tested positive for ureolysis in the test broth, CG6_1 and CG4_2, did not produce the characteristic rapid rise in pH and associated crystal precipitation when grown on solid medium (Fig. 2 and S2). A possible explanation for this discrepancy might be that in these isolates, urease activity is inducible in response to a cue that was present in test broth, but not in the solid medium. The main difference between the two media was the nitrogen content, which was very low in urease test broth (0.01% [wt/vol] yeast extract and 2% [wt/vol] urea), but high in the solid medium (0.2% [wt/vol] yeast extract, 0.5% [wt/vol] peptone, 1% [wt/vol] Lab-Lemco powder, and 2% [wt/vol] urea). Nitrogen metabolism and urease production are tightly controlled in bacteria (21). One mechanism of regulation of urease is by repression of activity in the presence of ammonia- or nitrogen-rich compounds and derepression of synthesis when nitrogen levels are low (21). We therefore tested to see whether nitrogen levels in the medium were having an effect on urease activity in these strains. Isolate CG6_1 was grown in the presence of urea in medium with either low (0.02% yeast extract, 0.0125% peptone, and 2% urea) or high (0.2% yeast extract, 0.125% peptone, and 2% urea) nitrogen content, and urease activity was quantified (Fig. 4A). Urease activity in CG6_1 was high during growth in low-nitrogen conditions, whereas significantly lower levels were detected in high-nitrogen conditions. This suggests that urease is active in CG6_1 only when the nitrogen supply is limited. This is clearly a type of behavior distinct from that seen in CG7_3 and S. pasteurii, which both utilize urea rapidly regardless of the nitrogen composition of the media (Fig. 2). However, while the overall urease activity of CG7_3 appeared similar to that of S. pasteurii on solid medium (Fig. 2), this isolate can grow well in the absence of urea (Fig. S3 and S4), while S. pasteurii cannot. This suggests that CG7_3 does not always require urease activity and hence may possess a means of controlling urease gene expression in a way that it is induced only in the presence of urea. We therefore tested the activity of whole cells grown in low- and high-nitrogen conditions, as before, but also compared cells grown in the presence and absence of urea (Fig. 4B). When CG7_3 was grown in the absence of urea, it displayed medium urease activity under low-nitrogen conditions, which was further repressed by high-nitrogen conditions. However, when cells were grown in the presence of urea, urease activity was high regardless of nitrogen conditions. Therefore, while urease activity in CG7_3 did show a partial response to nitrogen limitation, this was overcome by incubation with urea, which clearly acted as the main inducer and may be the preferred nitrogen source for this bacterium under the chosen growth conditions. Taken together, our results indicate that there is a continuum of ureolytic activity in environmental bacteria and that this, as seen above (Fig. 2 and 3), will have an impact on crystal formation and biomineralization by different isolates. It should be noted that we cannot rule out the possibility that isolates designated here as nonureolytic could harbor urease genes that were not expressed under our growth conditions and therefore would not have been detected with the phenotypic assays used

Regulation of urease activity by environmental nitrogen and urea. Isolates CG6_1 (A) and CG7_3 (B) cells were grown in high- or low-nitrogen conditions in the presence (+) or absence (−) of urea. Error bars represent standard deviation from 2 or 3 biological replicates with 1 or 2 technical replicates each. Significance was tested using an unpaired t test (A) and one-way analysis of variance (ANOVA) followed by unpaired t test (B). *, P < 0.05; ***, P < 0.001; ****, P < 0.0001

in-depth profiling of calcite precipitation by

Effect of ureolysis on crystal formation.Having established that crystal formation on solid medium is very different between ureolytic and nonureolytic strains and that there are notable variations in ureolytic activity between environmental isolates, we wanted to understand how ureolysis influences crystal formation in more detail. To investigate this, we studied the kinetics of precipitation in our set of isolates. Growing isolates in liquid culture with calcium over several days allowed us to monitor the rates and total amounts of precipitate formed and correlate this to bacterial growth and global pH changes. Growth of ureolytic isolates caused rapid alkalinization of the medium, reaching pH 9 within 2 days, the first time point assayed. This resulted in complete precipitation of the available calcium in the medium on the same time scale, with no further change observed in 2 weeks of incubation (Fig. 5A and Fig. S5, S. pasteurii). Growth of nonureolytic bacteria caused a more gradual increase in pH, approaching a pH of 9 only in the second week of incubation (Fig. 5B and Fig. S5). Precipitation of calcium in the medium was also more gradual, although both ureolytic and nonureolytic isolates attained the maximum theoretical levels of precipitation by the end of the first week. Strikingly, we observed noticeable differences in cell numbers over the experimental period. Viable cell counts decreased dramatically in ureolytic isolates and were undetectable within 2 days (Fig. 5A), likely due to high ammonia concentrations, resulting from the cleavage of urea, in the medium of these isolates. Alternatively, these cells may have been encased by calcium carbonate, preventing their further growth and division. In contrast, for nonureolytic isolates, cell numbers gradually increased before declining again over the course of prolonged incubation (Fig. 5B). These differences in viability over time between ureolytic and nonureolytic bacteria may have implications for application and should especially be considered in cases where the continued presence of viable cells will be required for multiple cycles of precipitation

Calcite precipitation kinetics and crystal morphology in ureolytic CG7_3 and nonureolytic MM1_1. The ureolytic strain CG7_3 (A) and the nonureolytic strain MM1_1 (B) were grown in LB medium supplemented with urea (20 g · liter−1) and Ca(OAc)2 (10 g · liter−1), and precipitation of insoluble calcium carbonate (bars, g · liter−1), pH changes (circles), and changes in cell number (boxes, CFU · ml−1) were monitored over time (days). Maximum theoretical level of precipitation is indicated (dotted line). (Right) Electron micrographs of representative precipitate taken at day 9

Considering that the total amounts of precipitate were similar in ureolytic and nonureolytic isolates, we next investigated whether the differences in the speed of precipitation had any effects on the resulting crystals. As an initial observation, the precipitate recovered from ureolytic strains was a much finer powder than that recovered from nonureolytic strains. Energy-dispersive X-ray (EDX) analyses of the different precipitates confirmed that all crystals tested were composed of calcium carbonate (Fig. S6). However, further investigation using scanning electron microscopy (SEM) revealed that the crystal morphology differed between ureolytic and nonureolytic strains (Fig. 5). When precipitation was rapid, such as in ureolytic strain CG7_3 (Fig. 5) and S. pasteurii (Fig. S5 and S7), inorganic, homogenous crystals were produced. Nonureolytic strains such as MM1_1 that precipitated calcium carbonate more slowly produced crystals containing significant proportions of bacterial cells and appeared more “organic” in nature (Fig. 5B). Similarly, under these conditions, CG4_2 and CG6_1 displayed the gradual increases in pH (Fig. S5) and more organic precipitate characteristic of nonureolytic strains (Fig. S7). Considering that the assay conditions used for this experiment included high nitrogen, it can be expected that urease activity was repressed under these conditions and resulted in strains behaving like nonureolytic strains. This differing appearance of precipitates in ureolytic versus nonureolytic conditions was consistently observed across all isolates tested in this assay (Fig. S5 and S7). These results show that the differences in ureolytic activity across our environmental isolates not only affected the kinetics of biomineralization but also had a clear impact on the crystal morphologies in the resulting precipitate

in-depth profiling of calcite precipitation by

Profound effects of urease activity on precipitation of calcium carbonate.To exclude the possibility that the observed differences in calcium carbonate precipitation were simply due to strain-to-strain variation among our isolates, we exploited the fact that CG7_3 was capable of switching between ureolytic and nonureolytic states depending on the availability of urea (Fig. 2 and Fig. S3). This allowed us to directly investigate the impact of ureolysis on biomineralization in a single strain. When CG7_3 was grown in the absence of urea, there was a gradual increase in pH and calcium carbonate precipitation like that seen in nonureolytic strains (Fig. 6A). In contrast, in broths supplemented with urea, we observed a rapid increase in pH and associated calcium carbonate precipitation characteristic of the ureolytic strains studied above (Fig. 6B). Viable cell counts also dropped dramatically in CG7_3 utilizing urea (Fig. 6B), whereas in the absence of urea, CG7_3 cell numbers remained relatively stable over the first 10 days and declined by 13 days, likely due to prolonged nutrient depletion. SEM analysis of the precipitates over the time course of the study confirmed our previous observations (Fig. 5) that urease activity was correlated with the rapid precipitation of homogenous inorganic crystals (Fig. 6B). We noticed that, when assessed over time, the initial precipitate consisted of spherical calcium carbonate, typical of the polymorph vaterite, followed by the eventual conversion into the rhombohedral morphology associated with calcite, the more stable polymorph (Fig. 6B and Fig. S8 and S9). In comparison, in the absence of urea, CG7_3 precipitated calcium carbonate more gradually, and these precipitates were very organic in appearance (Fig. 6A and Fig. S8 and S9). Moreover, these “organic” crystals were often much larger than the inorganic spheres produced in the presence of urea, likely due to aggregation via interspersed bacterial cells. As these experiments were all performed on the same bacterial isolate, our observations are a direct reflection of the effects of urease activity on calcite precipitation. Although both pathways produced similar quantities of precipitate, there were major differences in precipitate morphologies, number of viable bacteria, and pH of the bulk phase. Our study thus reports a systematic investigation of the fundamental differences in biomineralization between different environmental bacteria. Both ureolytic and nonureolytic bacteria are currently being developed for a range of industrial applications (22). The findings reported here may therefore offer a key step toward a rational design approach to choosing which mechanism of biomineralization is better suited to specific industrial applications

Comparison of ureolytic and nonureolytic mechanisms of calcite precipitation in CG7_3. The ureolytic strain CG7_3 was grown in LB medium supplemented with Ca(OAc)2 (10 g · liter−1) in the absence (A) and presence (B) of urea (20 g · liter−1). Precipitation of insoluble calcium carbonate (bars, g · liter−1), pH changes (circles), and changes in cell number (boxes, CFU · ml−1) were monitored over time (days). Maximum theoretical level of precipitation is indicated (dotted line). (Right) Electron micrographs of representative precipitate taken at days 3 and 13

Industrial relevance of different calcite precipitation strategies.To test if the differences in the biomineralization mechanism translate to an applied setting, we next assessed the performance of ureolytic and nonureolytic strains in self-healing concrete applications, using cement mortars as our test system. We produced spores for each strain, which were then encapsulated in lightweight aggregate before casting them in mortars together with yeast extract and calcium nitrate, as well as urea in the case of ureolytic strains, to provide nutrients for bacterial growth and sufficient calcium for biomineralization. Mortars were cured and then cracked under 3-point bending to obtain a target crack width of 500 μm. The self-healing process was subsequently monitored over 8 weeks. Autogenous healing, which occurs to some degree due to cement hydration, was seen in control mortars that lacked any bacterial spores (Fig. 7 and 8). This healing was mostly observed along the top edge of the crack and rarely extended down the sides of the mortar prism. Mortars containing either ureolytic or nonureolytic bacteria also displayed crack healing, and this generally extended across the top, as well as down the sides, of the crack (Fig. 7 and 8). However, healing in mortars containing ureolytic bacteria was less regular than seen with nonureolytic strains, with the sides of cracks not consistently sealing (Fig. 8)

in-depth profiling of calcite precipitation by

Crack closure in control mortars and in mortars containing nonureolytic bacteria. Cracks in mortar specimens are shown immediately postcracking and after 8 weeks of healing. Cracks were marked with black pen to allow the same region to be monitored over time. Two independent regions along the top of the mortar were monitored per sample. Side views show the cracks down both sides of the mortar at 8 weeks. White arrows, complete crack closure; black arrows, incomplete crack closure. Image manipulations were restricted to adjusting contrast and exposure. Due to the limited imaging area of the camera, side-view images were manually assembled from multiple photographs of overlapping sections of the specimen

Crack closure in control mortars and in mortars containing ureolytic bacteria. Cracks in mortar specimens are shown immediately postcracking and after 8 weeks of healing. Cracks were marked with black pen to allow the same region to be monitored over time. Two independent regions along the top of the mortar were monitored per sample. Side views show the cracks down both sides of the mortar at 8 weeks. White arrows, complete crack closure; black arrows, incomplete crack closure. Image manipulations were restricted to adjusting contrast and exposure. Due to the limited imaging area of the camera, side-view images were manually assembled from multiple photographs of overlapping sections of the specimen

The key aim of bacterially induced self-healing of concrete is to reestablish watertightness of the structure to prevent water ingress and subsequent corrosion of steel reinforcement. While visual inspection allowed an initial assessment of the healing process, we next sought to test watertightness of our mortars using water flow tests following 8 weeks of healing. Recovery of watertightness in mortars containing only the standard cement mix with no nutrients or additional calcium showed variable recovery of watertightness, generally close to 40% (Fig. 9, “Reference”). Control mortars containing yeast extract and calcium nitrate, but without bacterial spores, showed a much higher recovery rate (averaging 87 to 95%). This recovery is likely because of a combination of autogenous healing and possible presence of environmental bacteria, which may be able to utilize the yeast extract and thus contribute to precipitation. As the mortars were not made or kept in a sterile fashion in order to more closely reflect industrial application, contamination with such environmental bacteria must be considered likely. The mortars containing nonureolytic bacteria showed a strikingly consistent recovery in watertightness that led to near-complete resistance to water flow, with all specimens healing to over 90% and many reaching close to 100% healing (Fig. 9). Interestingly, while mortars containing ureolytic bacteria also showed good restoration of watertightness, there was more variation in the degree of healing obtained. EM1 performed as well as the nonureolytic strains, but CG7_3 showed lower overall recovery values (mean, 87%), which were similar to those of the controls lacking encapsulated bacteria. This discrepancy in results may reflect the variability in ureolytic activity in these strains. Given the clear dependence on growth conditions in some strains described above, it is difficult to predict the degree of ureolytic ability displayed in cement mortars. An alternative explanation may be that the rapid precipitation and small crystal size observed in ureolytic isolates do not reliably lead to retention of the precipitate within the crack and thus may not perform as reliably in self-healing as the larger aggregates with organic components of the nonureolytic strains. It will be interesting to investigate the details of material performance following healing with both types of bacteria to fully understand the implications of the different mechanisms of precipitation

in-depth profiling of calcite precipitation by

Recovery of watertightness in mortars after 2 months of bacterially based self-healing. Water flow through mortars containing ureolytic (CG7_3 and EM1) or nonureolytic (MM1_1 and RC1_1) bacteria was determined immediately after cracking and following 8 weeks of healing. Reference mortars contained no additives; control mortars contained yeast extract and calcium nitrate, but no bacteria. Recovery of watertightness was determined as a percentage relative to the freshly cracked specimen (0%, no change in water flow; 100%, complete inhibition of water flow). Data are shown for four specimens per condition from two separate cracking/healing experiments

Concluding remarks.The environment represents a large reservoir of potential in terms of exploiting bacteria for commercial use of MICP. There have been numerous studies on MICP for various applications; however, most of these have been restricted to the use of a single or small number of species and were very application specific. This limits our understanding of the precipitation capabilities of environmental bacteria more generally. In order to establish a stronger knowledge base to facilitate new and specialized technical applications, we surveyed the ability of environmental bacteria to precipitate calcite. We found that the majority of isolates were capable of biomineralization, in line with previous results (9). This is most likely due to their ability, through metabolic processes, to create a microenvironment around the cell that aids in the precipitation process. The electronegative nature of their cell surface facilitates crystal deposition on the surface (23), making precipitation more favorable. Our detailed characterization of biomineralization by our set of isolates, however, revealed fundamental differences in the way in which different bacteria precipitate calcium carbonate

latest news

Copyright © 2021.Henan Expert Mining Machinery Co., ltd. All rights reserved. Sitemap