Physical property of MICP-treated calcareous sand under seawater conditions by CPTU

Kemeng Yu , Yuling Ran , Jie Shi , Menglan Duan , Zhongkun Ouyang

Biogeotechnics ›› 2025, Vol. 3 ›› Issue (1) : 100131

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Biogeotechnics ›› 2025, Vol. 3 ›› Issue (1) : 100131 DOI: 10.1016/j.bgtech.2024.100131
Research article

Physical property of MICP-treated calcareous sand under seawater conditions by CPTU

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Abstract

MICP (Microbially induced calcite precipitation), an environmentally friendly soil improvement technique, has great potential in ocean engineering due to its ability to promote the precipitation of calcium carbonate through microbial activity to enhance the engineering properties of geomaterials. In this study, piezocone penetration test (CPTU) is used to evaluate the effectiveness of MICP treatment in calcareous sand. The change of physical properties (relative density Dr and total unit weight γt) of MICP treated calcareous sand is investigated by conducting CPTU on the geomaterials prepared in a series of mini calibration chambers (25 cm × 50 cm). Results indicate that CPTU (tip stress, sleeve friction, and porewater pressure) measurements can be used to interpret the physical characteristics of calcareous sand treated with MICP under seawater conditions. Additionally, a relationship between CPTU measurements, physical parameters (relative density Dr and total unit weight γt) of MICP treated calcareous sand is proposed and calibrated. The findings of the research extend the implementation of in-situ testing techniques such as CPTU towards physical property evaluation of bio-treated geomaterials in ocean environment, and demonstrate the potential of scaling up MICP techniques for broader engineering application.

Keywords

Microbially induced calcite precipitation (MICP) / Piezocone penetration test (CPTU) / Physical property of calcareous sand / Ocean environment

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Kemeng Yu, Yuling Ran, Jie Shi, Menglan Duan, Zhongkun Ouyang. Physical property of MICP-treated calcareous sand under seawater conditions by CPTU. Biogeotechnics, 2025, 3(1): 100131 DOI:10.1016/j.bgtech.2024.100131

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Funding

This research was funded by the Tsinghua Shenzhen International Graduate School Research Startup Funds [item number: 01030100009].

CRediT authorship contribution statement

Kemeng Yu: Writing - review & editing, Writing - original draft, Formal analysis, Data curation, Conceptualization. Yuling Ran: Formal analysis, Data curation, Conceptualization. Jie Shi: Formal analysis, Data curation, Conceptualization. Menglan Duan: Supervision, Writing - review & editing. Zhongkun Ouyang: Supervision, Funding acquisition.

Declaration of Competing Interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

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