Evidence map›Paper›PMID 42358443›Full record

ArticleFrontiers in bioengineering and biotechnology2026

Microbial induced calcium carbonate precipitation under extreme environmental conditions: impacts on biomineralization process and mechanical performance of concrete.

Mai M Abdelwahed, Amany M Reyad, Ahmed Abd-Alazim, Gehad Mokhtar

Abstract read
In one paragraph

Article in Frontiers in bioengineering and biotechnology, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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0citing papers in PubMed
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1 · What the graph read from it

What it found

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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

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3 · Its place in the literature

Who cites it

0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

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PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

4 authors.

Mai M AbdelwahedDepartment of Civil Engineering, Faculty of Engineering, Fayoum University, Fayoum, Egypt.
Amany M ReyadDepartment of Botany, Faculty of Science, Fayoum University, Fayoum, Egypt.
Ahmed Abd-AlazimDepartment of Civil Engineering, Faculty of Engineering, Fayoum University, Fayoum, Egypt.
Gehad MokhtarFuture high Institute of Engineering in Fayoum, Fayoum, Egypt.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Introduction: Cracks in concrete structures can significantly decrease their lifespan by exposing reinforcement to the outside environment, leading to concrete degradation. To address this issue, bio-healing techniques have been developed, including biomineralization, where bacteria are employed to initiate microbially induced calcium precipitation (MICP). Methods: This study examines the mechanisms of bio-healing in concrete under extreme environmental conditions, focusing on variations in pH and salinity. It utilizes immobilized cells of Results: At very high pH, rapid urea hydrolysis leads to the precipitation of mixed phases such as calcite and amorphous calcium carbonate, while soluble ions also promote the growth of long ettringite needles that help fill cracks. On the other hand, precipitation usually shifts toward metastable polymorphs such as aragonite or vaterite, or even amorphous phases with distorted and irregular morphologies, under extremely high salinity, which inhibits the production of stable calcite. Compressive strength improvements in 15 specimens containing bacteria immobilized on nano eggshells at pH 3, 5, 7, 9, and 11 were 25.5, 15.2, 13.5, 16.2, and 17.6%, respectively, in comparison with the corresponding control specimens without bacteria cured under identical conditions. Under various salinity concentrations of 0, 1, 2.5, and 5%, improvements were 5.2, 1.4, 3.3, and 6.7%, respectively, for specimens containing bacteria immobilized on nano eggshells when compared to their relative controls. Discussion: The combined action of calcite, which provides long-term stability, and ettringite, which offers early crack filling, enhances the strength and durability of concrete, making pH control essential in MICP systems. Understanding the interplay between environmental factors and bacterial sustainability is crucial in enhancing concrete infrastructure.

Indexed as

Bacillus paramycoidesbiomineralizationcompressive strengthMICPnano eggshellspHsalinity

Identifiers

PMID42358443
PMCPMC13291115

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