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  <front>
    <journal-meta>
      <journal-id journal-id-type="publisher-id">cndcgs</journal-id>
      <journal-title-group>
        <journal-title>Challenges to national defence in contemporary geopolitical situation</journal-title>
      </journal-title-group>
      <issn pub-type="epub">2669-2023</issn>
      <issn pub-type="ppub">2669-2023</issn>
      <publisher>
        <publisher-name>LKA</publisher-name>
      </publisher>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="publisher-id">30_POSPICHAL</article-id>
      <article-id pub-id-type="doi">10.47459/cndcgs.2020.30</article-id>
      <article-categories>
        <subj-group subj-group-type="heading">
          <subject>Article</subject>
        </subj-group>
      </article-categories>
      <title-group>
        <article-title>On Stress State Measurements of Rock Massifs with Underground Facilities Convertible into Defense Shelters</article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>KUBEČEK</surname>
            <given-names>Petr</given-names>
          </name>
          <xref ref-type="aff" rid="j_cndcgs_aff_000"/>
        </contrib>
        <aff id="j_cndcgs_aff_000">Czech Technical University in Prague, Czech Republic</aff>
        <contrib contrib-type="author">
          <name>
            <surname>POSPICHAL</surname>
            <given-names>Vaclav</given-names>
          </name>
          <xref ref-type="aff" rid="j_cndcgs_aff_001"/>
        </contrib>
        <aff id="j_cndcgs_aff_001">Czech Technical University in Prague, Czech Republic</aff>
        <contrib contrib-type="author">
          <name>
            <surname>GAWLIK-KOBYLIŃSKA</surname>
            <given-names>Małgorzata</given-names>
          </name>
          <xref ref-type="aff" rid="j_cndcgs_aff_002"/>
        </contrib>
        <aff id="j_cndcgs_aff_002">War Studies University, Poland</aff>
        <contrib contrib-type="author">
          <name>
            <surname>ŠTOLLER</surname>
            <given-names>Jiří</given-names>
          </name>
          <xref ref-type="aff" rid="j_cndcgs_aff_003"/>
        </contrib>
        <aff id="j_cndcgs_aff_003">University of Defence, Czech Republic</aff>
        <contrib contrib-type="author">
          <name>
            <surname>PAULUS</surname>
            <given-names>Frantisek</given-names>
          </name>
          <xref ref-type="aff" rid="j_cndcgs_aff_004"/>
        </contrib>
        <aff id="j_cndcgs_aff_004">Ministry of interior - General Directorate of Fire Rescue Service of the Czech Republic, Population Protection Institute, Czech Republic</aff>
      </contrib-group>
      <volume>2020</volume>
      <issue>1</issue>
      <fpage>229</fpage>
      <lpage>234</lpage>
      <pub-date pub-type="ppub">
        <day>16</day>
        <month>10</month>
        <year>2020</year>
      </pub-date>
      <pub-date pub-type="epub">
        <day>16</day>
        <month>10</month>
        <year>2020</year>
      </pub-date>
      <permissions>
        <ali:free_to_read xmlns:ali="http://www.niso.org/schemas/ali/1.0/"/>
      </permissions>
      <abstract>
        <p>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.</p>
      </abstract>
      <kwd-group>
        <label>Keywords</label>
        <kwd>rock properties</kwd>
        <kwd>mathematical models</kwd>
        <kwd>rock mass</kwd>
        <kwd>rheological properties</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
