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<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.3 20210610//EN" "https://jats.nlm.nih.gov/publishing/1.3/JATS-journalpublishing1-3.dtd">
<article article-type="research-article" dtd-version="1.3" xml:lang="ru">
  <front xmlns:xlink="http://www.w3.org/1999/xlink">
    <journal-meta>
      <journal-id journal-id-type="elibrary">69439</journal-id>
      <journal-title-group>
        <journal-title>AlfaBuild</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>AlfaBuild</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2658-5553</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">2</article-id>
      <article-id pub-id-type="doi">10.34910/ALF.13.2</article-id>
      <title-group>
        <article-title>Ensuring the stability of slopes in road construction</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Обеспечение устойчивости земляных откосов в дорожном строительстве</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Voichenko</surname>
            <given-names>Kirill Vladimirivich</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>kirya1997g@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Ibatullina</surname>
            <given-names>Diana Rishatovna</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>dishadiana673@gmail.com</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Zagoskin</surname>
            <given-names>Mikhail Pavlovich</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Filkovsky</surname>
            <given-names>Ilya Vladimirovich</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
        </contrib>
      </contrib-group>
      <aff id="aff1">Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russian Federation</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2020-04-01">
        <day>01</day>
        <month>04</month>
        <year>2020</year>
      </pub-date>
      <volume>13</volume>
      <issue>1</issue>
      <issue-id pub-id-type="publisher-id">13</issue-id>
      <fpage>7</fpage>
      <lpage>12</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://alfabuild.spbstu.ru/userfiles/files/02.pdf"/>
      <abstract xml:lang="en">
        <p>Currently one of the most actual transportation problems in Saint Petersburg is the insufficient stability of pavement in conditions of high humidity. Strengthening the road embankments is able to solve this problem and increase the service life of the whole structure. So that, an optimal choice of necessary method of protection is an important task. The purpose is to study different methods of strengthening, to consider the specific technical characteristics of each of them and finally, to find the optimal one. The study showed review of the main methods to support subgrade slopes of existing roads. The schemes of used structures are demonstrated. Geodesic measurements of vertical precipitation were carried out on one of the sections of the federal highway "Scandinavia". Based on the calculations, diagrams were constructed and the most reliable method is identified.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>civil engineering</kwd>
        <kwd>road construction</kwd>
        <kwd>geodesy</kwd>
        <kwd>subgrade</kwd>
        <kwd>landslide protection</kwd>
        <kwd>slope stability analysis</kwd>
        <kwd>vertical displacement</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
