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Revealing the Enhancement and Degradation Mechanisms Affecting the Performance of Carbonate Precipitation in EICP Process

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TLDR
Wang et al. as discussed by the authors explored the potential use of the EICP technology for the protection of heritage buildings in NW China and found that the modified version performed the best with the highest calcite precipitation.
Abstract
Given that acid-rich rainfall can cause serious damage to heritage buildings in NW China and subsequently accelerate their aging problem, countermeasure to protect their integrity and also to preserve the continuity of Chinese culture is in pressing need. Enzyme-induced calcite precipitation (EICP) that modifies mechanical properties of the soil through enhancing the inter-particle bonds by the precipitated crystals and the formation of other carbonate minerals is under a spotlight in recent years. EICP is considered as an alternative to the microbial-induced calcite precipitation (MICP) because cultivating soil microbes are considered to be challenging in field applications. This study conducts a series of test tube experiments to reproduce the ordinary EICP process, and the produced calcite precipitation is compared to that of the modified EICP process subjected to the effect of higher MgCl2, NH4Cl, and CaCl2 concentrations respectively. The modified EICP subjected to the effect of higher MgCl2 concentrations performs the best, with the highest calcite precipitation. The enhancement mechanism of calcite precipitation is well interpreted through elevating the activity of urease enzyme by introducing the magnesium ions. Further, the degradation of calcite precipitation presents when subjected to the effect of higher NH4Cl concentration. The decreasing activity of urease enzyme and the reverse EICP process play a leading role in degrading the calcite precipitation. Moreover, when subjected to the effect of higher CaCl2 concentrations, the slower rate of ureolytic hydrolysis and the decreasing activity of urease enzyme are primarily responsible for forming the ‘hijacking’ phenomenon of calcite precipitation. The findings of this study explore the potential use of the EICP technology for the protection of heritage buildings in NW China.

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The remediation efficiency of heavy metal pollutants in water by industrial red mud particle waste

TL;DR: In this paper , an experiment on the static adsorption of heavy metal ions Pb 2 + (or Cd 2 + and Cu 2 + ) by red mud particles was carried out.
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Effects of bacterial inoculation and calcium source on microbial-induced carbonate precipitation for lead remediation

TL;DR: In this paper , the potential of applying the MICP technology to the lead remediation under the effects of urease activity and calcium source was explored, and the values of OD600 corresponding to the ureolytic bacterial activity, electrical conductivity (EC), ureases activity (UA), and pH were applied to monitor the degree of urea hydrolysis.
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Micro-structural characteristics deterioration of intact loess under acid and saline solutions and resultant macro-mechanical properties

TL;DR: In this paper , the micro-structural characteristics of the loess specimens that are exposed to acetic acid or sodium sulfate, are studied using scanning electron microscopy, X-ray diffraction, and energy dispersive spectroscopy analyses.
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The constitutive behavior and dissociation effect of hydrate-bearing sediment within a granular thermodynamic framework

TL;DR: Considering the energy dissipation caused by hydrate dissociation and granular rearrangement at the micro level, a multiphase constitutive model of hydrate-bearing sediment is established within a granular thermodynamic framework as discussed by the authors .
References
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Use of bacteria to repair cracks in concrete

TL;DR: In this paper, the use of a biological repair technique is investigated in concrete repair by means of water permeability tests, ultrasound transmission measurements and visual examination, and it was shown that pure bacteria cultures were not able to bridge the cracks.
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Calcite precipitation induced by polyurethane-immobilized Bacillus pasteurii.

TL;DR: Calcite in PU showed little effect on the elastic modulus and tensile strength of the polymer, but increased the compressive strengths of concrete cubes, whose cracks were remediated with PU-immobilized cells.
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Strain-Specific Ureolytic Microbial Calcium Carbonate Precipitation

TL;DR: It is shown that strain-specific calcification occurred during ureolytic microbial carbonate precipitation, mainly due to differences in urease expression and the response to calcium.
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Modification of porous media permeability, using calcium carbonate produced enzymatically in situ

TL;DR: In this paper, the authors studied the effect of temperature and enzyme concentrations on porous media permeability, using enzymatic formation of CaCO 3 in a core-flooding system with Berea sandstone cores.
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Heavy metal removal by biomineralization of urease producing bacteria isolated from soil

TL;DR: In this article, the main mechanisms involved in mineral precipitation by microorganisms were investigated using microcosm experiments, and the selected bacteria showed high removal rates, ranging from 88% to 99% of heavy metals following incubation for 48h.