<?xml version="1.0" encoding="utf-8"?>
<!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="en">
  <front xmlns:xlink="http://www.w3.org/1999/xlink">
    <journal-meta>
      <journal-id journal-id-type="elibrary">33407</journal-id>
      <journal-title-group>
        <journal-title>Construction of Unique Buildings and Structures</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Строительство уникальных зданий и сооружений</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2304-6295</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">10.18720/CUBS.15.2</article-id>
      <title-group>
        <article-title>Bearing capacity of driven piles with different types of cross section</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Несущая способность забивной сваи различных форм поперечного сечения</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Teplov</surname>
            <given-names>Andrei</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>abteplov@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Bulatov</surname>
            <given-names>Georgiy</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>gybulatov@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Kolosova</surname>
            <given-names>Natalya</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>nb.kolosova@yandex.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <contrib-id contrib-id-type="orcid">0000-0001-8243-239X</contrib-id>
          <contrib-id contrib-id-type="scopus">57193792837</contrib-id>
          <contrib-id contrib-id-type="researcherid">S-5128-2017</contrib-id>
          <name>
            <surname>Kolosov</surname>
            <given-names>Evgeny</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>eskol@cef.spbstu.ru</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Peter the Great St. Petersburg Polytechnic University</aff>
      <aff id="aff2">Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russian Federation</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2013-12-20">
        <day>20</day>
        <month>12</month>
        <year>2013</year>
      </pub-date>
      <issue>10</issue>
      <issue-id pub-id-type="publisher-id">15</issue-id>
      <fpage>15</fpage>
      <lpage>24</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://unistroy.spbstu.ru/userfiles/files/2013/10(15)/2_bulatov_kolosova_kolosov_teplov_15.pdf"/>
      <abstract xml:lang="en">
        <p>The research of influence of piles with cross section on the pile’s load capacity is published in this article. Special attention to driven piles was paid, because they are very popular in building area. There are five cross-sectional shapes: round, square, cruciform, T-bar, I-beam.As а soil selected a single layer from the fine-grained sandy soil.The calculation of the bearing capacity of piles was conducted with the data cross-sectional shapes. As a result, authors explored that constituent which depends on exterior perimeter of pile’s cross section is very important.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>pile foundation</kwd>
        <kwd>types of piles</kwd>
        <kwd>cross section of pile</kwd>
        <kwd>driven piles</kwd>
        <kwd>bearing capacity</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
