The Use of Stochastic Simulation Method Latin Hypercube Sampling in the Study of the Response of Soil Exposed to Dynamic Load

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F14%3A86091512" target="_blank" >RIV/61989100:27120/14:86091512 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.5593/SGEM2014/B12/S2.124" target="_blank" >http://dx.doi.org/10.5593/SGEM2014/B12/S2.124</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.5593/SGEM2014/B12/S2.124" target="_blank" >10.5593/SGEM2014/B12/S2.124</a>

Jazyk výsledku

angličtina

Název v původním jazyce

The Use of Stochastic Simulation Method Latin Hypercube Sampling in the Study of the Response of Soil Exposed to Dynamic Load

Popis výsledku v původním jazyce

The paper deals with the dynamic load response in rock mass using both the methods ofmathematical modeling and stochastic simulation methods. This dynamic response of rock mass is dependent both on the properties of the rock mass and on the parameters ofdynamic loading. In the deterministic numerical modeling approach each input parameter is characterized by one more or less representative value only. But the reliability and predicative ability of the modeling results are governed by the reliability ofinput values. Stochastic simulation methods take into account the stochastic nature of the input parameters, the input characteristics and associated response of the model (modeling results) can be considered as a random variable with some probability distribution. The paper presents the results of the stochastic modeling of dynamic impact in the rock mass based on the application of Latin Hypercube Sampling (LHS) simulation method. The mentioned stochastic simulation method is applied

Název v anglickém jazyce

The Use of Stochastic Simulation Method Latin Hypercube Sampling in the Study of the Response of Soil Exposed to Dynamic Load

Popis výsledku anglicky

The paper deals with the dynamic load response in rock mass using both the methods ofmathematical modeling and stochastic simulation methods. This dynamic response of rock mass is dependent both on the properties of the rock mass and on the parameters ofdynamic loading. In the deterministic numerical modeling approach each input parameter is characterized by one more or less representative value only. But the reliability and predicative ability of the modeling results are governed by the reliability ofinput values. Stochastic simulation methods take into account the stochastic nature of the input parameters, the input characteristics and associated response of the model (modeling results) can be considered as a random variable with some probability distribution. The paper presents the results of the stochastic modeling of dynamic impact in the rock mass based on the application of Latin Hypercube Sampling (LHS) simulation method. The mentioned stochastic simulation method is applied

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2014

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

SGEM 2014 : GeoConference on Ecology, Economics, Education and Legislation : 17-26, June, 2014, Albena, Bulgaria : conference proceedings. Volume II, Hydrogeology, engineering geology and geotechnics : conference proceedings

ISBN

978-619-7105-08-7

ISSN

1314-2704

e-ISSN

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Počet stran výsledku

8

Strana od-do

971-978

Název nakladatele

STEF92 Technology Ltd.

Místo vydání

Sofia

Místo konání akce

Albena

Datum konání akce

17. 6. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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