Evaluation and optimal width ratio selection of microbial mineralization technique in the repair of lining cracks in Xinjiang desert open channel

Abstract The bank slope structure of the open channel in the Xinjiang desert is affected by seasonal climate changes and water erosion, leading to lining cracking. This study identified the optimal culture conditions and mineralization factors for Sporosarcina pasteurii through strain cultivation an...

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Main Authors: Jianxin Wang, Jianing Zhu, Yusheng Li, Shihao Zhang, Chengming Feng
Format: Article
Language:English
Published: Nature Portfolio 2025-05-01
Series:Scientific Reports
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Online Access:https://doi.org/10.1038/s41598-025-01582-2
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author Jianxin Wang
Jianing Zhu
Yusheng Li
Shihao Zhang
Chengming Feng
author_facet Jianxin Wang
Jianing Zhu
Yusheng Li
Shihao Zhang
Chengming Feng
author_sort Jianxin Wang
collection DOAJ
description Abstract The bank slope structure of the open channel in the Xinjiang desert is affected by seasonal climate changes and water erosion, leading to lining cracking. This study identified the optimal culture conditions and mineralization factors for Sporosarcina pasteurii through strain cultivation and precipitation assays. Subsequently, 0.1~5.0 mm wide penetrating concrete cracks were prefabricated, and microbially induced calcium carbonate precipitation (MICP) repair tests were conducted over 16 cycles. These experiments included macroscopic performance evaluations, such as area repair rate, penetration resistance, and capillary water absorption tests, alongside microscopic analyses using X-ray diffraction and scanning electron microscopy. The results indicate that MICP technology effectively repairs narrow cracks, preserving crack surface integrity, significantly reducing permeability and water absorption, and enhancing the durability of the concrete. However, for cracks exceeding 1.0 mm in width, the repair efficiency declines progressively. Based on the experimental data, it is concluded that a crack width of 1.0 mm is the optimal threshold for effective MICP-based repair within 16 cycles, ensuring both structural integrity and optimal waterproofing. These results offer valuable insights into the potential application of MICP technology for the remediation of lining cracks in the bank slopes of water conveyance channels in Xinjiang Desert.
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spelling doaj-art-0fc1179fc8194cf4b34e22e48948edc72025-08-20T03:48:02ZengNature PortfolioScientific Reports2045-23222025-05-0115111610.1038/s41598-025-01582-2Evaluation and optimal width ratio selection of microbial mineralization technique in the repair of lining cracks in Xinjiang desert open channelJianxin Wang0Jianing Zhu1Yusheng Li2Shihao Zhang3Chengming Feng4College of Hydraulic and Civil Engineering, Xinjiang Agricultural UniversityCollege of Hydraulic and Civil Engineering, Xinjiang Agricultural UniversityCollege of Hydraulic and Civil Engineering, Xinjiang Agricultural UniversityCollege of Hydraulic and Civil Engineering, Xinjiang Agricultural UniversityCollege of Hydraulic and Civil Engineering, Xinjiang Agricultural UniversityAbstract The bank slope structure of the open channel in the Xinjiang desert is affected by seasonal climate changes and water erosion, leading to lining cracking. This study identified the optimal culture conditions and mineralization factors for Sporosarcina pasteurii through strain cultivation and precipitation assays. Subsequently, 0.1~5.0 mm wide penetrating concrete cracks were prefabricated, and microbially induced calcium carbonate precipitation (MICP) repair tests were conducted over 16 cycles. These experiments included macroscopic performance evaluations, such as area repair rate, penetration resistance, and capillary water absorption tests, alongside microscopic analyses using X-ray diffraction and scanning electron microscopy. The results indicate that MICP technology effectively repairs narrow cracks, preserving crack surface integrity, significantly reducing permeability and water absorption, and enhancing the durability of the concrete. However, for cracks exceeding 1.0 mm in width, the repair efficiency declines progressively. Based on the experimental data, it is concluded that a crack width of 1.0 mm is the optimal threshold for effective MICP-based repair within 16 cycles, ensuring both structural integrity and optimal waterproofing. These results offer valuable insights into the potential application of MICP technology for the remediation of lining cracks in the bank slopes of water conveyance channels in Xinjiang Desert.https://doi.org/10.1038/s41598-025-01582-2Xinjiang desert open channelMICPConcrete lining crack repairCrack width optimizationMacro–micro characterization
spellingShingle Jianxin Wang
Jianing Zhu
Yusheng Li
Shihao Zhang
Chengming Feng
Evaluation and optimal width ratio selection of microbial mineralization technique in the repair of lining cracks in Xinjiang desert open channel
Scientific Reports
Xinjiang desert open channel
MICP
Concrete lining crack repair
Crack width optimization
Macro–micro characterization
title Evaluation and optimal width ratio selection of microbial mineralization technique in the repair of lining cracks in Xinjiang desert open channel
title_full Evaluation and optimal width ratio selection of microbial mineralization technique in the repair of lining cracks in Xinjiang desert open channel
title_fullStr Evaluation and optimal width ratio selection of microbial mineralization technique in the repair of lining cracks in Xinjiang desert open channel
title_full_unstemmed Evaluation and optimal width ratio selection of microbial mineralization technique in the repair of lining cracks in Xinjiang desert open channel
title_short Evaluation and optimal width ratio selection of microbial mineralization technique in the repair of lining cracks in Xinjiang desert open channel
title_sort evaluation and optimal width ratio selection of microbial mineralization technique in the repair of lining cracks in xinjiang desert open channel
topic Xinjiang desert open channel
MICP
Concrete lining crack repair
Crack width optimization
Macro–micro characterization
url https://doi.org/10.1038/s41598-025-01582-2
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