Cardiff University | Prifysgol Caerdydd ORCA
Online Research @ Cardiff 
WelshClear Cookie - decide language by browser settings

Enhancing urease for calcium carbonate precipitation in Lysinibacillus Pakistanensis through nutrient optimisation for self-healing concrete applications

Mohamed, Abdulahi, Fan, Mizi, Chen, Hanyuan, Xia, Yan, Bertolesi, Elisa ORCID: https://orcid.org/0000-0003-3258-0743 and Roberts, Terry 2025. Enhancing urease for calcium carbonate precipitation in Lysinibacillus Pakistanensis through nutrient optimisation for self-healing concrete applications. International Journal of Biological Macromolecules 10.1016/j.ijbiomac.2025.149654

Full text not available from this repository.

Abstract

Microbially induced calcium carbonate (MICP) has emerged as a well-documented approach for self-healing concrete, focused on remediating microcracks. In this study, multiple soil-derived bacteria were assessed for suitability in self-healing concrete. Among these, nutrients for L. Pakistanensis were optimised to enhance urease activity and calcium carbonate precipitation. A total of 155 soil isolates were screened using morphological and biochemical tests. In this study, L. Pakistanensis was selected as the most promising strain for further optimisation, studying the response of various nutrients such as yeast extract, nutrient broth, glucose, l-alanine, and inosine, by measuring the urea decomposed and calcium carbonate precipitation. SEM, EDS and FTIR were used to characterise L. Pakistanensis precipitate. L. Pakistanensis hydrolysed 100 % of urea within 72 h and produced up to 0.43 g/100 mL. Nutrient optimisation revealed that germinates in particular l-alanine and inosine, significantly enhancing spore germination and urea hydrolysis, whereas excessive calcium inhibits activity. Previous research has explored self-healing concrete using bacteria, with research on optimising nutrients for L. Pakistanensis remaining scarce. This study provides new insight into a potential alternative bacterium to use in self-healing, accompanied by a preliminary optimised medium, to develop a more efficient and sustainable remediation method for microcracking.

Item Type: Article
Date Type: Published Online
Status: In Press
Schools: Schools > Engineering
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Publisher: Elsevier
ISSN: 0141-8130
Date of First Compliant Deposit: 19 December 2025
Date of Acceptance: 10 December 2025
Last Modified: 22 Dec 2025 11:00
URI: https://orca.cardiff.ac.uk/id/eprint/183377

Actions (repository staff only)

Edit Item Edit Item