Enhancing the strength of sandy soil through enzyme-induced calcite precipitation
Enzyme-induced calcite precipitation (EICP) is a biocementation technique that has the potential to improve the engineering properties of sand. The effectiveness of the EICP treatment was evaluated based on the unconfined compressive strength (UCS) tests at various concentrations of cementation reag...
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主要な著者: | , , , , |
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フォーマット: | 論文 |
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Springer Science and Business Media Deutschland GmbH
2021
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オンライン・アクセス: | http://eprints.utm.my/id/eprint/94931/ http://dx.doi.org/10.1007/s40891-021-00289-4 |
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