ROCK MASS PROPERTIES REQUIRED FOR DESIGN OCK MASS PROPERTIES REQUIRED FOR DESIGN OF UNDERGROUND SHELTERS

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00361306" target="_blank" >RIV/68407700:21110/22:00361306 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.ita-aites.cz/files/tunel/2022/tunel_4-22-def.pdf" target="_blank" >https://www.ita-aites.cz/files/tunel/2022/tunel_4-22-def.pdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

ROCK MASS PROPERTIES REQUIRED FOR DESIGN OCK MASS PROPERTIES REQUIRED FOR DESIGN OF UNDERGROUND SHELTERS

Popis výsledku v původním jazyce

When considering the scale of investigation of a rock massif to solve a specifi c problem, it is necessary to take into account the structure of the rock massif and the size of the underground structure. If the structure is homogeneous within the scale of the massif under consideration, the classical theory of elasticity can be applied to the solution. In the case of a quasi-homogeneous massif, the heterogeneity of the geomechanical properties of the rock mass must be taken into account and, for example, the Kolosov–Mskhelishvili theory should be used for the solution. In this case, the taking into account the strength characteristics of rocks is connected with the statistical characteristics taken into consideration during laboratory tests of rock properties. This procedure may be suitable for selecting a rock mass that could be suffi cient for the process of deciding on the location of civil defence shelters designed to protect the population from the effects of nuclear weapons

Název v anglickém jazyce

ROCK MASS PROPERTIES REQUIRED FOR DESIGN OCK MASS PROPERTIES REQUIRED FOR DESIGN OF UNDERGROUND SHELTERS

Popis výsledku anglicky

When considering the scale of investigation of a rock massif to solve a specifi c problem, it is necessary to take into account the structure of the rock massif and the size of the underground structure. If the structure is homogeneous within the scale of the massif under consideration, the classical theory of elasticity can be applied to the solution. In the case of a quasi-homogeneous massif, the heterogeneity of the geomechanical properties of the rock mass must be taken into account and, for example, the Kolosov–Mskhelishvili theory should be used for the solution. In this case, the taking into account the strength characteristics of rocks is connected with the statistical characteristics taken into consideration during laboratory tests of rock properties. This procedure may be suitable for selecting a rock mass that could be suffi cient for the process of deciding on the location of civil defence shelters designed to protect the population from the effects of nuclear weapons

Druh

J_ost - Ostatní články v recenzovaných periodicích

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2022

Kód důvěrnosti údajů

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

Název periodika

Tunel

ISSN

1211-0728

e-ISSN

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Svazek periodika

31

Číslo periodika v rámci svazku

4

Stát vydavatele periodika

CZ - Česká republika

Počet stran výsledku

6

Strana od-do

54-59

Kód UT WoS článku

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EID výsledku v databázi Scopus

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