Pregled bibliografske jedinice broj: 1254858
Calculation of the slope stability taking into account structural strength of soils
Calculation of the slope stability taking into account structural strength of soils // Proceedings of the 4th Regional Symposium on Landslides in the Adriatic – Balkan Region / Mato Uljarević, Sabid Zekan, Sabrina Salković, Dženan Ibrahimović (ur.).
Sarajevo: Geotechnical Society of Bosnia and Herzegovina, 2019. str. 209-216 doi:10.35123/ReSyLAB_2019_35 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Calculation of the slope stability taking into
account structural strength of soils
Autori
Aniskin, Aleksej ; Vynnykov, Yuriy ; Kharchenko, Maksym ; Yagolnyk, Andriy
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 4th Regional Symposium on Landslides in the Adriatic – Balkan Region
/ Mato Uljarević, Sabid Zekan, Sabrina Salković, Dženan Ibrahimović - Sarajevo : Geotechnical Society of Bosnia and Herzegovina, 2019, 209-216
ISBN
978-9926-8400-0-6
Skup
Proceedings of the 4th Regional Symposium on Landslides in the Adriatic – Balkan Region
Mjesto i datum
Sarajevo, Bosna i Hercegovina, 23.10.2019. - 25.10.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
landslide, soil strength, cohesion, finite element method, limit equilibrium state, shearing test, residual shear strength
Sažetak
The question of modeling the stability of slopes by finite element method and comparing its results with the results of standard analytical methods is considered. The need for the correct application of strength characteristics for different soil layers in the slope is indicated. It is established that the residual strength characteristics should be given to those soils that have lost their structural strength, in particular, wet loam and sandy loam. The calculations show that the factor of stability determined by the analytical method differ from the corresponding values calculated by the finite element method by 7-10%. It has been found that for slopes with complex soil layering it is important to clearly define the boundaries of soils with disturbed structure, as well as the strength characteristics according to the soil condition and the current stress-strain state.
Izvorni jezik
Engleski
Znanstvena područja
Geofizika, Građevinarstvo