Pretraga

Pretražite po imenu i prezimenu autora, mentora, urednika, prevoditelja

Napredna pretraga

Pregled bibliografske jedinice broj: 1006173

Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays

Đepina, Ivan; Ulmke, Cecilia; Boumezerane, Djamalddine; Thakur, Vikas
Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays // Landslides in Sensitive Clays : From Research to Implementation / Thakur, Vikas ; L'Heureux, Jean-Sébastien ; Locat, Ariane (ur.).
Berlin: Springer, 2017. str. 203-212 doi:10.1007/978-3-319-56487-6_18

CROSBI ID: 1006173 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

Naslov
Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays

Autori
Đepina, Ivan ; Ulmke, Cecilia ; Boumezerane, Djamalddine ; Thakur, Vikas

Vrsta, podvrsta i kategorija rada
Poglavlja u knjigama, znanstveni

Knjiga
Landslides in Sensitive Clays : From Research to Implementation

Urednik/ci
Thakur, Vikas ; L'Heureux, Jean-Sébastien ; Locat, Ariane

Izdavač
Springer

Grad
Berlin

Godina
2017

Raspon stranica
203-212

ISBN
978-3-319-56486-9

ISSN
1878-9897

Ključne riječi
failure probability ; slope stability ; safety assessment ; Bayesian framework ; slope stability analysis

Sažetak
Safety assessment of natural slopes in sensitive clays is subjected to uncertainty due to the natural variation of soil properties, measurement and modelling errors. In order to ensure acceptable safety levels, geotechnical design codes (e.g., Eurocode 7) commonly provide frameworks for a systematic treatment of uncertainties in the safety assessment of a slope. The treatment of uncertainties in the design codes is primarily focused on the parameters directly involved in the analysis of the mechanical stability of a slope (e.g., soil strength parameters). Additional valuable contributions to the safety assessments of slopes can be also provided by information that relates indirectly to the mechanical stability of a slope (e.g., past slope performance). However, there is often a lack of systematic integration of indirect information in the existing design codes. This paper examines the integration of indirect information based on the observed past slope performance in the safety assessment of a slope. The integration is facilitated through the Bayesian framework because it provides a basis to update uncertainties in the slope stability and safety assessment, such that they are consistent to the observed slope performance. The paper examines the effects of slope survival and failure events on uncertainties in the slope stability analysis.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA

Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split

Profili:

Avatar Url Ivan Đepina (autor)

Poveznice na cjeloviti tekst rada:

doi link.springer.com

Citiraj ovu publikaciju:

Đepina, Ivan; Ulmke, Cecilia; Boumezerane, Djamalddine; Thakur, Vikas
Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays // Landslides in Sensitive Clays : From Research to Implementation / Thakur, Vikas ; L'Heureux, Jean-Sébastien ; Locat, Ariane (ur.).
Berlin: Springer, 2017. str. 203-212 doi:10.1007/978-3-319-56487-6_18
Đepina, I., Ulmke, C., Boumezerane, D. & Thakur, V. (2017) Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays. U: Thakur, V., L'Heureux, J. & Locat, A. (ur.) Landslides in Sensitive Clays : From Research to Implementation. Berlin, Springer, str. 203-212 doi:10.1007/978-3-319-56487-6_18.
@inbook{inbook, author = {\DJepina, Ivan and Ulmke, Cecilia and Boumezerane, Djamalddine and Thakur, Vikas}, year = {2017}, pages = {203-212}, DOI = {10.1007/978-3-319-56487-6\_18}, keywords = {failure probability, slope stability, safety assessment, Bayesian framework, slope stability analysis}, doi = {10.1007/978-3-319-56487-6\_18}, isbn = {978-3-319-56486-9}, issn = {1878-9897}, title = {Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays}, keyword = {failure probability, slope stability, safety assessment, Bayesian framework, slope stability analysis}, publisher = {Springer}, publisherplace = {Berlin} }
@inbook{inbook, author = {\DJepina, Ivan and Ulmke, Cecilia and Boumezerane, Djamalddine and Thakur, Vikas}, year = {2017}, pages = {203-212}, DOI = {10.1007/978-3-319-56487-6\_18}, keywords = {failure probability, slope stability, safety assessment, Bayesian framework, slope stability analysis}, doi = {10.1007/978-3-319-56487-6\_18}, isbn = {978-3-319-56486-9}, issn = {1878-9897}, title = {Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays}, keyword = {failure probability, slope stability, safety assessment, Bayesian framework, slope stability analysis}, publisher = {Springer}, publisherplace = {Berlin} }

Časopis indeksira:


  • Web of Science Core Collection (WoSCC)
    • Book Citation Index - Science (BKCI-S)
  • Scopus

Citati:

    Altmetrijski pokazatelji:


    Podijeli:





    Contrast
    Increase Font
    Decrease Font
    Dyslexic Font
    CROSBI koristi kolačiće (cookies) kako bi poboljšao funkcionalnost stranice.