Addressing the challenges of homogeneity, quality control and waste handling in soil bio-cementation: A large-scale experiment
Author:
Funder
European Research Council
Horizon 2020 Framework Programme
Horizon 2020
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference37 articles.
1. Ali, H., 2010. Caractérisation améliorée des sols par l’essai de chargement de pointe au piézocone. Application au calcul des fondations profondes. Université Blaise Pascal-Clermont-Ferrand II.
2. State-of-the-Art Review of the Applicability and Challenges of Microbial-Induced Calcite Precipitation (MICP) and Enzyme-Induced Calcite Precipitation (EICP) Techniques for Geotechnical and Geoenvironmental Applications;Almajed;Crystals,2021
3. Mesure de la déformabilité des sols en place avec un pénétromètre;Arbaoui,2003
4. About calcium carbonate precipitation on sand biocementation;Cardoso;Eng. Geol.,2020
5. Development of a scaled repeated five-spot treatment model for examining microbial induced calcite precipitation feasibility in field applications;Dejong;Geotech. Test. J.,2014
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1. Enzyme-Induced Carbonate Precipitation as a Novel Remedy for Expansive Soils: Assessing Microfabric and Swelling Characteristics;Geotechnical and Geological Engineering;2024-08-06
2. A bio-chemo-hydro-mechanical model of transport, strength and deformation for bio-cementation applications;Acta Geotechnica;2024-01-18
3. Erosion mitigation with biocementation: a review on applications, challenges, & future perspectives;Reviews in Environmental Science and Bio/Technology;2023-10-15
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