The demand for sustainable and environmentally benign ground improvement techniques has driven significant advancements in biogeochemical soil stabilization methods. Enzyme-Induced Carbonate Precipitation has emerged as a particularly promising alternative to conventional Portland cement-based grouting, offering a lower carbon footprint and reduced ecological disturbance. However, the spatial variability of the precipitated calcium carbonate and the complex dynamics of the moving cementation front pose substantial challenges for quality assurance and field verification. This paper presents a comprehensive investigation into the application of Piezo-cone penetration testing for the spatially resolved monitoring of Enzyme-Induced Carbonate Precipitation cementation fronts in granular soils. Through large-scale calibration chamber experiments, the mechanical response of the biocemented soil was continuously profiled, allowing for the precise delineation of treated boundaries and transition zones. The research establishes robust correlations between localized penetration resistance, pore water pressure dissipation, and the spatially distributed calcium carbonate content. The findings demonstrate that high-resolution continuous profiling can effectively capture the heterogeneous architecture of the cementation front, providing crucial insights into injection efficiency and biocement distribution. This methodology offers a scalable and minimally invasive framework for real-time monitoring and verification of biogeochemical ground improvement processes in field applications.
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