Microstructural and geo-mechanical study on bio-cemented sand for optimization of MICP process
Limited research has been reported on strength improvement of biocemented soils in relation to crystal patterns of microbially induced calcite (CaCO3) precipitation (MICP). In this study, sand samples were treated under the coeffect of different bacterial culture (BC) and cementation solution (CS) c...
| Main Authors: | Mujah, D., Cheng, L., Shahin, Mohamed |
|---|---|
| Format: | Journal Article |
| Published: |
American Society of Civil Engineers (ASCE)
2018
|
| Online Access: | http://purl.org/au-research/grants/arc/LE130100053 http://hdl.handle.net/20.500.11937/72421 |
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