Effect of biocementation via enzymatic induced calcium carbonate precipitation (EICP) on the shear strength of compacted clay liner
The strength of residual soil treated via biocementation means by employing enzymatic induced calcium carbonate precipitation (EICP) was assessed based on the standard recommended for compacted clay liner. EICP treated samples were prepared at four different concentrations of cementation solution (u...
| Main Authors: | , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English English |
| Published: |
2021
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| Subjects: | |
| Online Access: | https://eprints.ums.edu.my/id/eprint/31054/1/Effect%20of%20biocementation%20via%20enzymatic%20induced%20calcium%20carbonate%20precipitation%20%28EICP%29%20on%20the%20shear%20strength%20of%20compacted%20clay%20liner_ABSTRACT.pdf https://eprints.ums.edu.my/id/eprint/31054/2/Effect%20of%20biocementation%20via%20enzymatic%20induced%20calcium%20carbonate%20precipitation%20%28EICP%29%20on%20the%20shear%20strength%20of%20compacted%20clay%20liner.pdf |