论文信息 - Interface Shear Behavior between MICP-Treated Calcareous Sand and Steel

Interface Shear Behavior between MICP-Treated Calcareous Sand and Steel

AbstractMicrobial-induced carbonate precipitation (MICP) is an innovative ground improvement technique that utilizes bacteria to induce calcium carbonate precipitation to cement soil particles. In ...

[1] Li-zhong Wang,et al. Cyclic behavior of interface shear between carbonate sand and steel , 2020, Acta Geotechnica.

[2] Li-zhong Wang,et al. Monotonic behavior of interface shear between carbonate sands and steel , 2020, Acta Geotechnica.

[3] G. Ghezelbash,et al. Comparison of Effects of Different Nutrients on Stimulating Indigenous Soil Bacteria for Biocementation , 2019, Journal of Materials in Civil Engineering.

[4] B. Montoya,et al. Influence of Confinement and Cementation Level on the Behavior of Microbial-Induced Calcite Precipitated Sands under Monotonic Drained Loading , 2016 .