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

Result code in 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>
Result on the web
<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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Result language
angličtina
Original language name
ROCK MASS PROPERTIES REQUIRED FOR DESIGN OCK MASS PROPERTIES REQUIRED FOR DESIGN OF UNDERGROUND SHELTERS
Original language description
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
Czech name
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Czech description
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Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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