. "Zagreb" . "Stochastic Approach to the Stability Analysis of Earth Slopes"@en . "4"^^ . "21110" . . . . . "501648" . "\u0160ejnoha, Michal" . "Stochastic Approach to the Stability Analysis of Earth Slopes" . "Stochastick\u00FD p\u0159\u00EDstup k anal\u00FDze stability zemn\u00EDch svah\u016F"@cs . . "Nov\u00E1k, Jan" . . "Stochastic Approach to the Stability Analysis of Earth Slopes" . . . "Kalouskov\u00E1, Marie" . . . "P(1ET410430516), Z(MSM6840770003)" . "Zeman, Jan" . "Factor of safety; LHS method; Log-normal distribution; Probability of failure; Simulation"@en . "RIV/68407700:21110/06:01121673!RIV07-MSM-21110___" . "953-96243-9-8" . "[B4ACAC1176B2]" . "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 . "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." . "neuvedeno" . . . . . . "Stochastic Approach to the Stability Analysis of Earth Slopes"@en . . . "RIV/68407700:21110/06:01121673" . "Stochastick\u00FD p\u0159\u00EDstup k anal\u00FDze stability zemn\u00EDch svah\u016F"@cs . . "4"^^ . . . "S ohledem na n\u00E1hodn\u00FD charakter vstupn\u00EDch dat je vy\u017Eadov\u00E1n, pro \u0159e\u0161en\u00ED stability zemn\u00EDch svah\u016F, odli\u0161n\u00FD p\u0159\u00EDstup ne\u017E pouze deterministick\u00E1 anal\u00FDza. Stochastick\u00FD p\u0159\u00EDstup k modelov\u00E1n\u00ED poru\u0161en\u00ED zemn\u00EDch svahu je hlavn\u00ED p\u0159edm\u011Btem t\u00E9to pr\u00E1ce. Je zde prezentov\u00E1n teoretick\u00FD z\u00E1klad souvisej\u00EDc\u00ED s probl\u00E9my modelov\u00E1n\u00ED zemn\u00EDch svah\u016F metodou kone\u010Dn\u00FDch prvk\u016F spole\u010Dn\u011B se stochastickou simulac\u00ED LHS metodou."@cs . . .