Application of Discrete Element Methods to the Problem of Rock Bumps

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F02%3A01086278" target="_blank" >RIV/68407700:21110/02:01086278 - isvavai.cz</a>

Alternative codes found

RIV/68407700:21110/03:01093087

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Application of Discrete Element Methods to the Problem of Rock Bumps

Original language description

: This paper is a continuation of a previous paper by the authors. Applications of two discrete element methods (DEM) to several fields of geotechnics are discussed. The free hexagon element method is considered as one of powerful discrete element methods, which is prevailingly used in mechanics of granular media. It substitutes the methods for solving continuum problems. In order to complete the study, other DEM is discussed. The second method starts with the classical particle flow code (PFC, which uses the dynamic equilibrium), but apply static equilibrium in our case. The second method is called static particle flow code (SPFC). The numerical experiences and comparison with experimental results from scaled models are discussed

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2003

Confidentiality

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

Name of the periodical

Acta Polytechnica

ISSN

1210-2709

e-ISSN

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Volume of the periodical

42

Issue of the periodical within the volume

4

Country of publishing house

CZ - CZECH REPUBLIC

Number of pages

11

Pages from-to

57-67

UT code for WoS article

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EID of the result in the Scopus database

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