Pregled bibliografske jedinice broj: 1270172
INFLUENCE OF PILE WALL ON STABILITY OF CLAY-LIKE SLOPES DURING RAINFALL IN A SMALL-SCALE PHYSICAL MODELING
INFLUENCE OF PILE WALL ON STABILITY OF CLAY-LIKE SLOPES DURING RAINFALL IN A SMALL-SCALE PHYSICAL MODELING // Proceedings of the 9th Conference of Croatian Geotechnical Society with international participation and under the auspices of ISSMG / Zlatović, Sonja ; Matešić, Leo (ur.).
Sisak, Hrvatska, 2023. str. 293-303 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
INFLUENCE OF PILE WALL ON STABILITY OF CLAY-LIKE
SLOPES DURING RAINFALL IN A SMALL-SCALE PHYSICAL
MODELING
(FIZIČKO MODELIRANJE UTJECAJA PILOTSKE STIJENE NA
STABILNOST GLINOVITE PADINE USLIJED DJELOVANJA
OBORINA)
Autori
Vivoda Prodan, Martina ; Čeh, Nina ; Peranić, Josip ; Pajalić, Sara ; Jagodnik, Vedran ; Arbanas, Željko
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 9th Conference of Croatian Geotechnical Society with international participation and under the auspices of ISSMG
/ Zlatović, Sonja ; Matešić, Leo - , 2023, 293-303
ISBN
978-953-48525-2-1
Skup
9. savjetovanje Hrvatskog geotehničkog društva s međunarodnim sudjelovanjem i pod pokroviteljstvom ISSMGE-a
Mjesto i datum
Sisak, Hrvatska, 04.05.2023. - 06.05.2023
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
physical modelling, rainfall, remedial measures, pile wall, displacements, sensors
Sažetak
The small-scale physical model platform was developed as part of a four-year research project, "Physical modeling of landslide remediation constructions' behaviour under static and seismic actions, " to investigate the behaviour of slopes built of different materials with and without remedial measures under the influence of rainfall and earthquake. As in real landslides, the observation of a physical model consisted of a geotechnical and a geodetic monitoring system. In this paper, the behaviour of clay-like slopes during 1g artificial rainfall, with and without remedial measures will be described. Complex remedial measures included deep trench drains which reduced pore water pressure, and pile wall with head beam made with 3D printer, which increased shear resistance at the sliding surface. At the same rainfall intensities, the clay-like slope collapsed, while the slope supported with a pile wall at the slope foot remained stable. The results of the photogrammetric equipment and the complex sensor network measurements within a slope are presented and discussed, helping us to understand the different behaviour of slopes with and without remedial measures.
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)
--IPL-256 - Istraživanje inicijacije klizišta infiltracijom kiše fizikalnim i numeričkim modeliranjem (IPL-256) (ILIRIM) (Peranić, Josip) ( CroRIS)
--uniri-mladi-tehnic-22-62 - Istraživanje klizišta uzrokovanih infiltracijom oborina korištenjem fizikalnih i numeričkih modela (KUIK-FNM) (Peranić, Josip) ( 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
Profili:
Vedran Jagodnik
(autor)
Sara Pajalić
(autor)
Martina Vivoda Prodan
(autor)
Josip Peranić
(autor)
Željko Arbanas
(autor)
Nina Čeh
(autor)