Alkalinity control in sludge propels the conversion of concrete slurry waste into micro- and nano-sized biogenic CaCO.

Water Sci Technol

State Key Laboratory of Environmental Aquatic Chemistry, Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences, Beijing 100085, China; University of Chinese Academy of Sciences, Beijing 100049, China.

Published: August 2024


Category Ranking

98%

Total Visits

921

Avg Visit Duration

2 minutes

Citations

20

Article Abstract

The utilization of for the production of bio-CaCO in concrete crack repair and strength enhancement has attracted considerable attention. However, microbial-induced calcium carbonate precipitation (MICP) has yet to be explored as a precedent with activated sludge. Here calcium sourced from concrete slurry waste (CSW) and carbon from sludge microbial β-oxidation under alkaline were used to generate micro/nano CaCO. The results indicate that the main crystalline form of the generated precipitated particles is calcite, with a particle size ranging from 0.7 to 10 μm. Minimal heavy metals were found in the supernatant following settling. And at the optimum pH of 8.5-9, carbon capture reached 743 mg L, and CaCO production reached 1,191 mg L, and dominant phylum were and , with being a prevalent genus adept in β-oxidation. Mass balance analysis showed that alkali promotes microbial β-oxidation of organisms to produce CO and facilitate storage. Thus, the alkaline regulation of metabolism between microbe and CSW provides a novel way of sludge to initiate MICP.

Download full-text PDF

Source
http://dx.doi.org/10.2166/wst.2024.255DOI Listing

Publication Analysis

Top Keywords

concrete slurry
8
slurry waste
8
microbial β-oxidation
8
alkalinity control
4
sludge
4
control sludge
4
sludge propels
4
propels conversion
4
conversion concrete
4
waste micro-
4

Similar Publications

The poor quality of recycled coarse aggregate (RCA), particularly its high water absorption and low strength, has long restricted the development of recycled aggregate concrete (RAC). In this study, a novel combined spraying treatment method integrating cement slurry and a methyl sodium silicate (MSS) solution was proposed to improve the comprehensive performance of RCA. The effects of the treatment on RCA properties, including crushing value, water absorption, dynamic water absorption, apparent density, micromorphology, and contact angle, were systematically investigated.

View Article and Find Full Text PDF

Calcite precipitation by non-growing cells occurs more rapidly in the laboratory than with proliferative cells. Sporosarcina pasteurii was grown in urea-containing nutrient broth, and then harvested, washed, and resuspended in a solution. This bacterial suspension was mixed with an equal volume of a reactant solution containing calcium chloride and urea at different concentrations.

View Article and Find Full Text PDF

Autoclaved aerated concrete (AAC) is valued for its lightweight, insulating, and load-bearing capabilities, yet high-efficiency optimizing density and strength remains challenging. Efficient design of tailings-based AAC now requires considering synergistic effects among multiple variables, as single-variable control has become inadequate. To address this gap, this study systematically investigates the synergy among lime-cement ratio (LCr), calcium-silica ratio (CSr), and water-solid ratio (Wr) in AAC produced with molybdenum tailings as the primary siliceous resource.

View Article and Find Full Text PDF

This research focuses on improving the characteristics of recycled concrete and utilizing solid waste resources through the combination of industrial waste pre-impregnation and the carbonation process. A novel pre-impregnation-carbonation aggregate method is proposed to increase the content of carbonatable components in the surface-bonded mortar of recycled coarse aggregate by pre-impregnating it with carbide slag slurry (CSS). This approach enhances the subsequent carbonation effect and thus the properties of recycled aggregates.

View Article and Find Full Text PDF

Freeze-thaw damage is a critical durability challenge in cold climates that leads to surface spalling, cracking, and degradation of structural performance. In northern China, the severity of winter conditions further accelerates the degradation of concrete infrastructure. This study investigates the reinforcement of frost-damaged concrete using engineered cementitious composites (ECC) prepared with Yellow River sedimentary sand (YRS), employed as a 100% mass replacement for quartz sand to promote sustainability.

View Article and Find Full Text PDF