Pregled bibliografske jedinice broj: 1054444
Hydro-mechanical properties of unsaturated residual soil from a flysch rock mass
Hydro-mechanical properties of unsaturated residual soil from a flysch rock mass // Engineering geology, 269 (2020), 105546, 12 doi:10.1016/j.enggeo.2020.105546 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1054444 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Hydro-mechanical properties of unsaturated
residual soil from a flysch rock mass
Autori
Peranić, Josip ; Moscariello, Mariagiovanna ; Cuomo, Sabatino ; Arbanas, Željko
Izvornik
Engineering geology (0013-7952) 269
(2020);
105546, 12
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
Residual soil ; Flysch ; Landslides ; Hydraulic conductivity ; Unsaturated shear strength
Sažetak
Rainfall is a major triggering factor of landslides in flysch deposits along Europe. Physical and mechanical changes of flysch rock masses caused by the weathering process, result in a complex soil profile with residual soil typically present at the slope surface. The research encompasses residual soils from the Rječina River Valley in Croatia. Built in flysch deposits, the valley is known for several deep- seated and shallow historical landslides. This manuscript presents the hydro- mechanical properties of the soil existing in unsaturated zone of the slope that could play an important role in landslide activation on flysch slopes. Presented unsaturated soil property functions are essential for modelling of the transient rainfall infiltration process and how it affects the stability of flysch slopes in time. For the first time, shear strength and hydraulic conductivity determination were performed in saturated and unsaturated soil conditions, using both the intact as well as remolded samples of the residual soil form flysch rock mass. The results indicate that, in order to correctly define hydraulic and mechanical properties of the in-situ soil, measurements have to be performed on intact samples. Also, the presented results highlight the importance of hysteresis effects and hydraulic paths that fine-grained residual soil has been subjected to in the past.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
HRZZ-IP-2018-01-1503 - Fizičko modeliranje ponašanja konstrukcija za sanaciju klizišta u uvjetima statičkih i seizmičkih djelovanja (ModLandRemSS) (Arbanas, Željko, HRZZ - 2018-01) ( CroRIS)
EK-EFRR-RC.2.2.06-0001 - Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci (RISK) (Ožanić, Nevenka, EK - Operativni program Regionalna konkurentnost) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus