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  • Accepting a random character of input data clearly requires considerably different approach to the solution of the problem of stability of earth slopes when compared to purely deterministic analysis. Stochastic approach to the modeling of failure of earth structures is the prominent topic of this paper. There the basic theoretical grounds pertinent to the modeling of slope stability problems are presented in the framework of finite element method and stochastic environment including simulation methods such as the Latin Hypercube sampling method and sampling techniques when dealing with samples of finite size.
  • Accepting a random character of input data clearly requires considerably different approach to the solution of the problem of stability of earth slopes when compared to purely deterministic analysis. Stochastic approach to the modeling of failure of earth structures is the prominent topic of this paper. There the basic theoretical grounds pertinent to the modeling of slope stability problems are presented in the framework of finite element method and stochastic environment including simulation methods such as the Latin Hypercube sampling method and sampling techniques when dealing with samples of finite size. (en)
  • S ohledem na náhodný charakter vstupních dat je vyžadován, pro řešení stability zemních svahů, odlišný přístup než pouze deterministická analýza. Stochastický přístup k modelování porušení zemních svahu je hlavní předmětem této práce. Je zde prezentován teoretický základ související s problémy modelování zemních svahů metodou konečných prvků společně se stochastickou simulací LHS metodou. (cs)
Title
  • Stochastic Approach to the Stability Analysis of Earth Slopes
  • Stochastic Approach to the Stability Analysis of Earth Slopes (en)
  • Stochastický přístup k analýze stability zemních svahů (cs)
skos:prefLabel
  • Stochastic Approach to the Stability Analysis of Earth Slopes
  • Stochastic Approach to the Stability Analysis of Earth Slopes (en)
  • Stochastický přístup k analýze stability zemních svahů (cs)
skos:notation
  • RIV/68407700:21110/06:01121673!RIV07-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1ET410430516), Z(MSM6840770003)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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  • 501648
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  • RIV/68407700:21110/06:01121673
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  • Factor of safety; LHS method; Log-normal distribution; Probability of failure; Simulation (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...i/riv/kodPristupu
http://linked.open...ontrolniKodProRIV
  • [B4ACAC1176B2]
http://linked.open...i/riv/mistoVydani
  • Zagreb
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  • neuvedeno
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Novák, Jan
  • Zeman, Jan
  • Šejnoha, Michal
  • Kalousková, Marie
http://linked.open...n/vavai/riv/zamer
https://schema.org/isbn
  • 953-96243-9-8
http://localhost/t...ganizacniJednotka
  • 21110
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