Sustainable reinforcement of marine silty sand via staged microbial biocementation

Abstract Ecological threats from land aggregate mining and the underutilization of marine silty sand due to its poor mechanics necessitate sustainable improvement techniques. This study introduces a novel two-stage Microbially Induced Calcium Carbonate Precipitation (MICP) injection strategy. Stage 1 fostered the formation of CaCO₃ on the surface of the sand, while stage 2 promoted CaCO₃ bridging and pore-filling to reinforce the sand. The method's effectiveness was evaluated through relative density, direct shear, and microstructural tests. The treatment yielded significant gains, increasing shear strength from 24.67 kPa to 98.45 kPa and relative density from 12.86% to 27.77%. Microstructural analysis confirmed that CaCO₃ precipitation effectively bonded particles and filled pores, imparting rock-like strength. The findings establish staged biocementation as a promising method for transforming marine silty sand into a viable construction material for coastal infrastructure. Future research should focus on large-scale field validation to confirm its practical value.

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Publication Details

Journal
Smart Construction and Sustainable Cities
Published
2026-05-18
DOI
https://doi.org/10.1007/s44268-026-00090-0
Primary Topic
Microbial Applications in Construction Materials
Type
article
Field-Weighted Citation Impact
0.00

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article

Sustainable reinforcement of marine silty sand via staged microbial biocementation

Shuxuan Huang, Benlong Liang, Yanning Wang, Longjian Huang et al.
Smart Construction and Sustainable Cities
Microbial Applications in Construction Materials
article

Sustainable reinforcement of marine silty sand via staged microbial biocementation

Shuxuan Huang, Benlong Liang, Yanning Wang, Longjian Huang, Bogireddy Chandra
article en

Abstract

Abstract Ecological threats from land aggregate mining and the underutilization of marine silty sand due to its poor mechanics necessitate sustainable improvement techniques. This study introduces a novel two-stage Microbially Induced Calcium Carbonate Precipitation (MICP) injection strategy. Stage 1 fostered the formation of CaCO₃ on the surface of the sand, while stage 2 promoted CaCO₃ bridging and pore-filling to reinforce the sand. The method's effectiveness was evaluated through relative density, direct shear, and microstructural tests. The treatment yielded significant gains, increasing shear strength from 24.67 kPa to 98.45 kPa and relative density from 12.86% to 27.77%. Microstructural analysis confirmed that CaCO₃ precipitation effectively bonded particles and filled pores, imparting rock-like strength. The findings establish staged biocementation as a promising method for transforming marine silty sand into a viable construction material for coastal infrastructure. Future research should focus on large-scale field validation to confirm its practical value.

Smart Construction and Sustainable CitiesVol. 4(1)
Hunan University (CN), Shantou University (CN)
State Key Laboratory for GeoMechanics and Deep Underground Engineering, Science and Technology Planning Project of Guangdong Province, Basic and Applied Basic Research Foundation of Guangdong Province
Openalex Percentile: Top 9%
Microbial Applications in Construction Materials
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