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On Stress State Measurements of Rock Massifs with Underground Facilities Convertible into Defense Shelters

Bibliographic Data

ID13122901
AuthorsPetr Kubeček (0000-0003-0792-5340, Czech Technical University in Prague), Václav Pospíchal (Czech Technical University in Prague), Małgorzata Gawlik-Kobylińska (0000-0003-3851-6355), J Stoller (University of Defence), František Paulus (0000-0002-8199-7548)
Year2020
Volume2020
Issue1
Pages229-234
Publication date2020-10-16
Peer ReviewedYes
Open AccessNo
TypeARTICLE
VenueChallenges to national defence in a contemporary geopolitical situation (CONFERENCE)
Journal identifiersISSN: 2538-8959 • E-ISSN: 2669-2023
PublisherGeneral Jonas Zemaitis Military Academy of Lithuania (PUBLISHER • LT)
DOI10.47459/cndcgs.2020.30
OpenAlexW3121114651
LanguageEN
References cited2

When considering the scale of the rock massif to solve a specific rock problem, it is necessary to consider the structure of the massif within this scale (volume). If the structure is homogeneous within the scale of the massif, the solution can use existing ideas about the properties of rocks in the massif and the scale effect. A homogeneous massif can be composed of micro-heterogeneous “mother” elements. In this case, consideration of rock strength characteristics is associated with statistical characteristics considered in laboratory tests of rock properties. This mathematical apparatus can be important during the selection of rock massif that could be appropriative enough for location of fallout shelters for protection of civilian population against the effects of Nuclear Weapons

Cartography · Geochemistry · Geography · Geotechnical engineering · Homogeneous · Massif · Mining engineering · Scale (ratio · Geotechnical and Geomechanical Engineering · Geotechnical Engineering and Analysis · Landslides and related hazards · Mathematics · Geology

Citation velocityhistorical
Highly citedNo

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