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 <front>
  <journal-meta>
   <journal-id journal-id-type="publisher-id">Forestry Engineering Journal</journal-id>
   <journal-title-group>
    <journal-title xml:lang="en">Forestry Engineering Journal</journal-title>
    <trans-title-group xml:lang="ru">
     <trans-title>Лесотехнический журнал</trans-title>
    </trans-title-group>
   </journal-title-group>
   <issn publication-format="print">2222-7962</issn>
  </journal-meta>
  <article-meta>
   <article-id pub-id-type="publisher-id">14547</article-id>
   <article-id pub-id-type="doi">10.12737/23445</article-id>
   <article-categories>
    <subj-group subj-group-type="toc-heading" xml:lang="ru">
     <subject>Лесоинженерное дело</subject>
    </subj-group>
    <subj-group subj-group-type="toc-heading" xml:lang="en">
     <subject>Forestry Engineering</subject>
    </subj-group>
    <subj-group>
     <subject>Лесоинженерное дело</subject>
    </subj-group>
   </article-categories>
   <title-group>
    <article-title xml:lang="en">Influence of geogrid reinforcing of crushed-stone materials on the effect of shift loadings</article-title>
    <trans-title-group xml:lang="ru">
     <trans-title>Влияние армирования щебеночных материалов георешеткой на воздействие сдвиговых нагрузок</trans-title>
    </trans-title-group>
   </title-group>
   <contrib-group content-type="authors">
    <contrib contrib-type="author">
     <name-alternatives>
      <name xml:lang="ru">
       <surname>Артемьев</surname>
       <given-names>Владислав Владимирович</given-names>
      </name>
      <name xml:lang="en">
       <surname>Artemev</surname>
       <given-names>Vladislav Vladimirovich</given-names>
      </name>
     </name-alternatives>
     <email>artemev.vladislav@gmail.com</email>
     <xref ref-type="aff" rid="aff-1"/>
    </contrib>
    <contrib contrib-type="author">
     <name-alternatives>
      <name xml:lang="ru">
       <surname>Бессараб</surname>
       <given-names>Геннадий Александрович</given-names>
      </name>
      <name xml:lang="en">
       <surname>Bessarab</surname>
       <given-names>Gennadiy Aleksandrovich</given-names>
      </name>
     </name-alternatives>
     <email>vtkglta@mail.ru</email>
     <bio xml:lang="ru">
      <p>кандидат технических наук;</p>
     </bio>
     <bio xml:lang="en">
      <p>candidate of technical sciences;</p>
     </bio>
     <xref ref-type="aff" rid="aff-1"/>
    </contrib>
   </contrib-group>
   <aff-alternatives id="aff-1">
    <aff>
     <institution xml:lang="ru">Санкт-Петербургский государственный лесотехнический университет им. С. М. Кирова</institution>
    </aff>
    <aff>
     <institution xml:lang="en">St. Petersburg State Forest Technical University</institution>
    </aff>
   </aff-alternatives>
   <pub-date publication-format="print" date-type="pub" iso-8601-date="2016-12-12T00:00:00+03:00">
    <day>12</day>
    <month>12</month>
    <year>2016</year>
   </pub-date>
   <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2016-12-12T00:00:00+03:00">
    <day>12</day>
    <month>12</month>
    <year>2016</year>
   </pub-date>
   <volume>6</volume>
   <issue>4</issue>
   <fpage>127</fpage>
   <lpage>133</lpage>
   <self-uri xlink:href="https://anni.editorum.ru/en/nauka/article/14547/view">https://anni.editorum.ru/en/nauka/article/14547/view</self-uri>
   <abstract xml:lang="ru">
    <p>Цель данной работы – экспериментальное определение влияния армирования объемной георешеткой щебеночных слоев дорожного покрытия на сдвиговую устойчивость. Материалом для исследования является три фракционных состава щебня: отсев 0-5 мм; фр. 5-20 мм; фр. 20-40 мм. Армирование производится георешеткой ГЕО ОР 20/5 с размером ячейки 16х16 см и высотой ребра 5 см. В результате сравнительных испытаний щебеночных материалов разных фракций на сдвиг в горизонтальной плоскости с использованием георешетки и без нее, были получены значимые экспериментальные данные.</p>
   </abstract>
   <trans-abstract xml:lang="en">
    <p>The purpose of this work is experimental definition of influence of reinforcing of crushed-stone layers of road carpet by volume geogrid on shift stability. Materials for the research are three fractional compositions of crushed stone: screenings of 0-5 mm; fr. 5-20 mm; fr. 20-40 mm. Reinforcing is made by GEO OR geogrid 20/5 with a size of cell of 16х16 cm and edge high of 5 cm. As a result of comparative tests of crushed-stone materials of different fractions for shift in the horizontal plane with the use of geogrid and without it, significant experimental data have been obtained.</p>
   </trans-abstract>
   <kwd-group xml:lang="ru">
    <kwd>лесная автомобильная дорога</kwd>
    <kwd>дорожная одежда</kwd>
    <kwd>щебень</kwd>
    <kwd>сдвиговые напряжения</kwd>
    <kwd>объемная георешетка</kwd>
    <kwd>угол внутреннего трения.</kwd>
   </kwd-group>
   <kwd-group xml:lang="en">
    <kwd>forest road</kwd>
    <kwd>road dressing</kwd>
    <kwd>crushed stone</kwd>
    <kwd>shear stresses</kwd>
    <kwd>volume geogrid</kwd>
    <kwd>angle of internal friction</kwd>
   </kwd-group>
  </article-meta>
 </front>
 <body>
  <p></p>
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</article>
