Performance evaluation of liquefaction resistance of a MICP-treated calcareous sandy foundation using shake table tests
Calcareous sandy foundations are susceptible to liquefaction when subjected to dynamic loading such as seismic or wave loading. The microbially induced calcite precipitation (MICP) treatment is a relatively new method to improve the liquefaction resistance of calcareous sand. In this study, several...
Gardado en:
| Autor Principal: | |
|---|---|
| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2020-06-01
|
| Series: | Yantu gongcheng xuebao |
| Assuntos: | |
| Acceso en liña: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202006005 |
| Tags: |
Sen Etiquetas, Sexa o primeiro en etiquetar este rexistro!
|