Uniaxial compression tests on geosynthetic-encased stone columns with different fills
15 samples of geosynthetic-encased stone columns (GESCs) with a dimension of ϕ300 mm×600 mm and degree of compaction of 0.9 are made using three types of fills of crushed stone, pebble and sand and five different strength woven sleeves made of polypropylene geotextiles. The uniaxial compression test...
Salvato in:
| Autore principale: | |
|---|---|
| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2019-01-01
|
| Serie: | Yantu gongcheng xuebao |
| Soggetti: | |
| Accesso online: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201901016 |
| Tags: |
Nessun Tag, puoi essere il primo ad aggiungerne!!
|