On Stress State Measurements of Rock Massifs with Underground Facilities Convertible into Defense Shelters
Bibliographic Data
| ID | 13122901 |
|---|---|
| Authors | Petr 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) |
| Year | 2020 |
| Volume | 2020 |
| Issue | 1 |
| Pages | 229-234 |
| Publication date | 2020-10-16 |
| Peer Reviewed | Yes |
| Open Access | No |
| Type | ARTICLE |
| Venue | Challenges to national defence in a contemporary geopolitical situation (CONFERENCE) |
| Journal identifiers | ISSN: 2538-8959 • E-ISSN: 2669-2023 |
| Publisher | General Jonas Zemaitis Military Academy of Lithuania (PUBLISHER • LT) |
| DOI | 10.47459/cndcgs.2020.30 |
| OpenAlex | W3121114651 |
| Language | EN |
| References cited | 2 |
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 velocity | historical |
|---|---|
| Highly cited | No |