Effect of MICP treatment on the mechanical properties of clay soils

The presence of drying cracks can significantly affect soil hydromechanical behavior, which has effects on soil performance in civil engineering. One innovative approach that has received much interest in the last decade is using microbially induced calcium carbonate precipitation (MICP) for soil re...

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Veröffentlicht in:	Transportation Geotechnics 2025-01, Vol.50, p.101483, Article 101483
Hauptverfasser:	Maston, Olivier, Ouahbi, Tariq, Taibi, Said, Hajjar, Ahmad El, Sapin, Leslie, Esnault-Filet, Annette, Duchemin, Benoit, Fleureau, Jean-Marie
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Clay Engineering Sciences Environmental Engineering Environmental Sciences FTIR / XRD Mechanical properties MICP Soil improvement
Online-Zugang:	Volltext
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