As demand for sustainable infrastructure grows, integrating microbial induced calcium carbonate precipitation (MICP) with geothermal pavements offers a promising way to enhancing energy efficiency and structural performance. This study investigates the technical and economic feasibility of MICP in geothermal pavement systems using a validated finite element model focused on a balanced thermal load case in Adelaide, South Australia. The thermal performance of MICP-treated geothermal pavements is evaluated under varying subbase saturation levels and subgrade thermal conductivities. Results show that MICP treatment significantly improves system performance in dry conditions (up to 70% increase in thermal output), especially when subgrade thermal conductivity is low (0.3 W/(m·K). However, effectiveness decreases when subbase saturation exceeds 10% or when subgrade thermal conductivity is high. Economically, feasibility depends heavily on MICP material costs. This study highlights the potential of MICP within a shallow geothermal context and emphasises the need to balance technical benefits with economic considerations.
2025 International Conference on Bio-mediated and Bio-inspired Geotechnics (ICBBG2025)
Special symposium: MICP for sustainable geoenergy applications