Unconfined compressive strength of MICP and EICP treated sands subjected to cycles of wetting-drying, freezing-thawing and elevated temperature: Experimental and EPR modelling

Unconfined compressive strength of MICP and EICP treated sands subjected to cycles of wetting-drying, freezing-thawing and elevated temperature: Experimental and EPR modelling

Microbial-induced carbonate precipitation (MICP) and enzyme-induced carbonate precipitation (EICP) are two bio-cementation techniques, which are relatively new methods of ground improvement. While both techniques share some similarities, they can exhibit different overall behaviours due to the diffe...

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Bibliographic Details
Main Authors: Isaac Ahenkorah, Md Mizanur Rahman, Md Rajibul Karim, Simon Beecham
Format: Article
Language:English
Published: Elsevier 2023-05-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Bio-cementation
Enzyme-induced carbonate precipitation (EICP)
Microbial-induced carbonate precipitation (MICP)
Calcium carbonate
Urease enzyme
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775522001846

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http://www.sciencedirect.com/science/article/pii/S1674775522001846

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