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Abstract Ureolysis-induced calcium carbonate precipitation (UICP) is a biomineral solution where the urease enzyme converts urea and calcium into calcium carbonate. The resulting biomineral can bridge gaps in fractured shale, reduce undesired fluid flow, limit fracture propagation, better store carbon dioxide, and potentially enhance well efficiency. The mechanical properties of shale cores were investigated using a modified Brazilian indirect tensile strength test. An investigation of intact shale using Eagle Ford and Wolfcamp cores was conducted at varying temperatures. Results show no significant difference between shale types (average tensile strength = 6.19 MPa). Eagle Ford displayed higher strength at elevated temperature, but temperature did not influence Wolfcamp. Comparatively, cores with a single, lengthwise heterogeneous fracture were sealed with UICP and further tested for tensile strength. UICP was delivered via a flow-through method which injected 20–30 sequential patterns of ureolytic microorganisms and UICP-promoting fluids into the fracture until permeability reduced by three orders of magnitude or with an immersion method which placed cores treated with guar gum and UICP-promoting fluids into a batch reactor, demonstrating that guar gum is a suitable inclusion and may reduce the number of flow-through injections required. Tensile results for both delivery methods were variable (0.15–8 MPa), and in some cores the biomineralized fracture split apart, possibly due to insufficient sealing and/or heterogeneity in the composite UICP-shale cores. Notably in other cores the biomineralized fracture remained intact, demonstrating more cohesion than the surrounding shale, indicating that UICP may produce a strong seal for subsurface application. 

Abstract Microbially-induced calcium carbonate precipitation (MICP) is a biological process in which microbially-produced urease enzymes convert urea and calcium into solid calcium carbonate (CaCO₃) deposits. MICP has been demonstrated to reduce permeability in shale fractures under elevated pressures, raising the possibility of applying this technology to enhance shale reservoir storage safety. For this and other applications to become a reality, non-invasive tools are needed to determine how effectively MICP seals shale fractures at subsurface temperatures. In this study, two different MICP strategies were tested on 2.54 cm diameter and 5.08 cm long shale cores with a single fracture at 60 ℃. Flow-through, pulsed-flow MICP-treatment was repeatedly applied to Marcellus shale fractures with and without sand (“proppant”) until reaching approximately four orders of magnitude reduction in apparent permeability, while a single application of polymer-based “immersion” MICP-treatment was applied to an Eagle Ford shale fracture with proppant. Low-field nuclear magnetic resonance (LF-NMR) and X-Ray computed microtomography (micro-CT) techniques were used to assess the degree of biomineralization. With the flow-through approach, these tools revealed that while CaCO₃precipitation occurred throughout the fracture, there was preferential precipitation around proppant. Without proppant, the same approach led to premature sealing at the inlet side of the core. In contrast, immersion MICP-treatment sealed off the fracture edges and showed less mineral precipitation overall. This study highlights the use of LF-NMR relaxometry in characterizing fracture sealing and can help guide NMR logging tools in subsurface remediation efforts. 

In 2020, Montana State University initiated a five-year NSF-funded Revolutionizing Engineering Departments (RED) project with the vision of transforming the traditional topic-focused course structure in environmental engineering into an integrated project-based curriculum (IPBC) that supports a climate of collaborative and continuous learning among faculty and students. The curriculum redesign process engaged faculty in an extensive consensus-building process to define desired student learning outcomes for the program. In the transformed curriculum, faculty collectively agreed to integrate systems thinking, sustainability, and professionalism competencies and to cultivate students’ identity as environmental engineers throughout the degree. To achieve these goals, there must be a level of shared meaning around the four constructs of interest—systems thinking, sustainability, professionalism, environmental engineering—to guide pedagogical decision making among faculty. A qualitative cultural assessment was conducted to investigate, analyze, and describe the shared meanings faculty hold around the four constructs. The goal of the assessment was to uncover areas of shared meaning with the strongest consensus within and across constructs. By eliciting and describing “definitions by consensus,” faculty will be able to generate consistency in teaching and assessment practices throughout the curriculum. The culture assessment process undertaken by the department and its outcomes will be of interest to other programs seeking to foster collaborative teaching and to enhance collective ownership of degree program learning outcomes. 

Microbially induced calcium carbonate precipitation (MICP) has emerged as a novel technology with the potential to produce building materials through lower-temperature processes. The formation of calcium carbonate bridges in MICP allows the biocementation of aggregate particles to produce biobricks. Current approaches require several pulses of microbes and mineralization media to increase the quantity of calcium carbonate minerals and improve the strength of the material, thus leading to a reduction in sustainability. One potential technique to improve the efficiency of strength development involves trapping the bacteria on the aggregate surfaces using silane coupling agents such as positively charged 3-aminopropyl-methyl-diethoxysilane (APMDES). This treatment traps bacteria on sand through electrostatic interactions that attract negatively charged walls of bacteria to positively charged amine groups. The APMDES treatment promoted an abundant and immediate association of bacteria with sand, increasing the spatial density of ureolytic microbes on sand and promoting efficient initial calcium carbonate precipitation. Though microbial viability was compromised by treatment, urea hydrolysis was minimally affected. Strength was gained much more rapidly for the APMDES-treated sand than for the untreated sand. Three injections of bacteria and biomineralization media using APMDES-treated sand led to the same strength gain as seven injections using untreated sand. The higher strength with APMDES treatment was not explained by increased calcium carbonate accrual in the structure and may be influenced by additional factors such as differences in the microstructure of calcium carbonate bridges between sand particles. Overall, incorporating pretreatment methods, such as amine silane coupling agents, opens a new avenue in biomineralization research by producing materials with an improved efficiency and sustainability. 

Abstract Researchers have made headway against challenges of increasing cement infrastructure and low plastic recycling rates by using waste plastic in cementitious materials. Past studies indicate that microbially induced calcium carbonate precipitation (MICP) to coat plastic in calcium carbonate may improve the strength. The objective of this study was to increase the amount of clean and contaminated waste plastic that can be added to mortar and to assess whether MICP treatment enhances the strength. The performance of plastic-filled mortar was investigated at 5%, 10%, and 20% volume replacement for cement. Untreated, clean plastics at a 20% cement replacement produced compressive strengths acceptable for several applications. However, a coating of MICP on clean waste plastic did not improve the strengths. At 10% replacement, both MICP treatment and washing of contaminated plastics recovered compressive strengths by approximately 28%, relative to mortar containing oil-coated plastics. By incorporating greater volumes of waste plastics into mortar, the sustainability of cementitious composites has the potential of being improved by the dual mechanisms of reduced cement production and repurposing plastic waste. 

Abstract. The kinetics of urea hydrolysis (ureolysis) and induced calcium carbonate(CaCO3) precipitation for engineering use in the subsurface wasinvestigated under aerobic conditions using Sporosarcina pasteurii(ATCC strain 11859) as well as Bacillus sphaericus strains 21776and 21787. All bacterial strains showed ureolytic activity inducingCaCO3 precipitation aerobically. Rate constants not normalized tobiomass demonstrated slightly higher-rate coefficients for both ureolysis(kurea) and CaCO3 precipitation (kprecip)for B. sphaericus 21776 (kurea=0.10±0.03 h−1, kprecip=0.60±0.34 h−1) compared toS. pasteurii (kurea=0.07±0.02 h−1,kprecip=0.25±0.02 h−1), though these differences werenot statistically significantly different. B. sphaericus 21787showed little ureolytic activity but was still capable of inducing someCaCO3 precipitation. Cell growth appeared to be inhibited duringthe period of CaCO3 precipitation. Transmission electron microscopy (TEM) images suggest this is dueto the encasement of cells and was reflected in lower kureavalues observed in the presence of dissolved Ca. However, biomass regrowthcould be observed after CaCO3 precipitation ceased, which suggeststhat ureolysis-induced CaCO3 precipitation is not necessarilylethal for the entire population. The kinetics of ureolysis andCaCO3 precipitation with S. pasteurii was furtheranalyzed under anaerobic conditions. Rate coefficients obtained in anaerobicenvironments were comparable to those under aerobic conditions; however, nocell growth was observed under anaerobic conditions with NO3-,SO42- or Fe3+ as potential terminal electronacceptors. These data suggest that the initial rates of ureolysis andureolysis-induced CaCO3 precipitation are not significantlyaffected by the absence of oxygen but that long-term ureolytic activity mightrequire the addition of suitable electron acceptors. Variations in theureolytic capabilities and associated rates of CaCO3 precipitationbetween strains must be fully considered in subsurface engineering strategiesthat utilize microbial amendments.