Influence of sample preparation method on static liquefaction behaviour of geotextile reinforced sandy soil

Autor:	Sidali Denine, Noureddine Della, Mehdi Missoum Benziane, Sadok Feia
Jazyk:	angličtina
Rok vydání:	2022
Předmět:	Sand-non woven geotextile Consolidated undrained triaxial (CU) test Deposition method Confining pressure Science Technology
Zdroj:	SN Applied Sciences, Vol 4, Iss 12, Pp 1-11 (2022)
Druh dokumentu:	article
ISSN:	2523-3963 2523-3971
DOI:	10.1007/s42452-022-05139-0
Popis:	Highlights The effectiveness of geotextile reinforcement to remediate soil strength is potentially influenced by the soil pore pressure generation The effectiveness of geotextile reinforcement is greatly influenced by the deposition method as the WD method directly affects the soil-geotextile reinforcing mechanism. Soil wet samples have shown a contractive behavior which is very sensitive to static liquefaction The study reveals that the effect of soil deposition has less response with the increment of confining pressure
Databáze:	Directory of Open Access Journals
Externí odkaz:	https://doaj.org/article/6ef728f7d50f468592bc7dc5bb957c89 Zobrazit plný text záznamu Full text from SpringerLink View record in DOAJ