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Pregled bibliografske jedinice broj: 779102

Parametric analysis of anchored bored pile wall as a part of landslide stabilization measures on the Grohovo road landslide, Croatia


Zuljani, Dino; Peranić, Josip; Vivoda, Martina
Parametric analysis of anchored bored pile wall as a part of landslide stabilization measures on the Grohovo road landslide, Croatia // Georeks IX-th conference proceedings: Geotechnical engineering design and practice / Faculty of Architecture, Civil Engineering and Geodesy, Sofia (ur.).
Sofia, Bulgaria, 2015. str. 45-50 (predavanje, nije recenziran, cjeloviti rad (in extenso), stručni)


Naslov
Parametric analysis of anchored bored pile wall as a part of landslide stabilization measures on the Grohovo road landslide, Croatia

Autori
Zuljani, Dino ; Peranić, Josip ; Vivoda, Martina

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), stručni

Izvornik
Georeks IX-th conference proceedings: Geotechnical engineering design and practice / Faculty of Architecture, Civil Engineering and Geodesy, Sofia - Sofia, Bulgaria, 2015, 45-50

Skup
IX-th Regional Conference of Students from Geotehnical Faculties

Mjesto i datum
Sofia, Bulgaria, 10.-13. srpnja 2015

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Nije recenziran

Ključne riječi
Bored pile wall; geotechnical anchors; landslide; numerical modelling; finite element method; limit equilibrium method; parametric study

Sažetak
A part of the local road Drenova-Pašac near the City of Rijeka was affected by slope instability. Deformations on the road indicated the presence of material creeping phenomena with a high possibility of transition to the sliding phase. Field investigations, back analysis of the slope stability and stress strain analyses were performed. Remediation measures were designed with anchored bored pile wall construction in combination with lowering of the ground water level. This paper will present some effects on anchored bored pile wall construction for various geometric sets as well as the impact of various geometrical sets on the slope stability. Effect on slope stability will be analyzed with 2D limit equilibrium method of slices. Also, 2D finite element method will be performed in order to obtain multiphase stress and deformation analysis of remedial works.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Ustanove
Građevinski fakultet, Rijeka