
Journal of Marine Science and Engineering, Год журнала: 2025, Номер 13(5), С. 848 - 848
Опубликована: Апрель 24, 2025
Microbially Induced Calcium Carbonate Precipitation (MICP) technology has garnered significant attention in geotechnical engineering and environmental remediation due to its environmentally friendly cost-effective advantages. However, the current MICP faces challenges practical applications, particularly prolonged cementation time, which makes it difficult meet requirements for coastal slope reinforcement. Therefore, this study designed novel cultivation conditions Sporosarcina pasteurii by regulating external nitrogen source concentration evaluated adaptability measuring OD600, urease activity, bacterial length. By monitoring changes Ca2+ concentration, pH, precipitation rate over time during mineralization process, rapid under was achieved. The applicability of approach reinforcement comprehensively assessed through simulated on-site scouring penetration tests. mechanism microstructure were analyzed using scanning electron microscopy (SEM), energy dispersive spectrometry (EDS), X-ray diffraction (XRD). results indicated that activity modified NH4-YE medium significantly improved freshwater environments, reaction rapid, completing within 4 h. primary crystal form generated precipitate rhombohedral calcite, formed a tightly bonded with calcareous sand, achieving maximum strength 13.61 MPa. increased at least 20%, 2-fold. morphology remained essentially unchanged 6 findings provide foundational theoretical data application sand models.
Язык: Английский