Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation
A newly emerging microbiological soil stabilization method, known as microbially induced calcite precipitation (MICP), has been tested for geotechnical engineering applications. MICP is a promising technique that utilizes the metabolic pathways of bacteria to form calcite precipitation throughout th...
| Main Authors: | Cheng, L., Cord-Ruwisch, R., Shahin, Mohamed |
|---|---|
| Format: | Journal Article |
| Published: |
NRC Research Press
2013
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/33429 |
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