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

Author:

Ahenkorah IsaacORCID,Rahman Md MizanurORCID,Karim Md Rajibul,Beecham Simon

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference80 articles.

1. Performance of bio-mortar under elevated temperatures;Abdel-Gawwad;J. Therm. Anal. Calorim.,2017

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3. Optimization of enzyme induced carbonate precipitation (eicp) as a ground improvement technique;Ahenkorah,2020

4. A comparison of mechanical responses for Microbial and Enzyme-induced cemented Sand;Ahenkorah;Géotech. Lett.,2020

5. Optimisation of chemical constituents on enzyme-induced carbonate precipitation in test-tube and soil;Ahenkorah;Geotech. Res.,2021

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