Bio-cementation of sand using enzyme-induced calcite precipitation: Mechanical behavior and microstructural analysis

The enzyme-induced calcite precipitation (EICP) has recently gained popularity as a ground improvement technique. Bio-cementation via EICP increases the strength, stiffness, and soil liquefaction resistance by clogging the voids and binding the soil particles with calcium carbonate. The objectives o...

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Vydáno v:	Construction & building materials Ročník 417; s. 135360
Hlavní autoři:	Gitanjali, Amali, Jhuo, Yu-Syuan, Yeh, Fu-Hsuan, Ge, Louis
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Elsevier Ltd 23.02.2024
Témata:	Bio-cementation Calcium carbonate (CaCO3)/Calcite Consolidated drained triaxial test Cyclic triaxial test Enzyme-induced calcite precipitation (EICP) Liquefaction Enzyme-induced calcite precipitation (EICP) Cyclic triaxial test Bio-cementation Liquefaction Calcium carbonate (CaCO3)/Calcite Consolidated drained triaxial test
ISSN:	0950-0618, 1879-0526
On-line přístup:	Získat plný text
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