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<article
    xmlns:mml="http://www.w3.org/1998/Math/MathML"
    xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="3.0" xml:lang="en" article-type="hypothesis">
  <front>
    <journal-meta>
      <journal-id journal-id-type="publisher-id">WJCEA</journal-id>
      <journal-title-group>
        <journal-title>World Journal of Civil Engineering and Architecture</journal-title>
      </journal-title-group>
      <issn pub-type="epub"></issn>
      <issn pub-type="ppub"></issn>
      <publisher>
        <publisher-name>Science Publications</publisher-name>
      </publisher>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.31586/wjcea.2022.447</article-id>
      <article-id pub-id-type="publisher-id">WJCEA-447</article-id>
      <article-categories>
        <subj-group subj-group-type="heading">
          <subject>Hypothesis</subject>
        </subj-group>
      </article-categories>
      <title-group>
        <article-title>
          Prestressed Soil
        </article-title>
      </title-group>
      <contrib-group>
<contrib contrib-type="author">
<name>
<surname>KHELALFA</surname>
<given-names>Houssam</given-names>
</name>
<xref rid="af1" ref-type="aff">1</xref>
<xref rid="af2" ref-type="aff">2</xref>
<xref rid="cr1" ref-type="corresp">*</xref>
</contrib>
      </contrib-group>
<aff id="af1"><label>1</label> Civil Engineering and Environment Laboratory (LGCE), University of Jijel, Jijel, Algeria</aff>
<aff id="af2"><label>2</label> Faculty of engineering and technology, Selinus university of science and literature (SUSL), Bologna, Italy</aff>
<author-notes>
<corresp id="c1">
<label>*</label>Corresponding author at: Civil Engineering and Environment Laboratory (LGCE), University of Jijel, Jijel, Algeria
</corresp>
</author-notes>
      <pub-date pub-type="epub">
        <day>25</day>
        <month>09</month>
        <year>2022</year>
      </pub-date>
      <volume>1</volume>
      <issue>1</issue>
      <history>
        <date date-type="received">
          <day>25</day>
          <month>09</month>
          <year>2022</year>
        </date>
        <date date-type="rev-recd">
          <day>25</day>
          <month>09</month>
          <year>2022</year>
        </date>
        <date date-type="accepted">
          <day>25</day>
          <month>09</month>
          <year>2022</year>
        </date>
        <date date-type="pub">
          <day>25</day>
          <month>09</month>
          <year>2022</year>
        </date>
      </history>
      <permissions>
        <copyright-statement>&#xa9; Copyright 2022 by authors and Trend Research Publishing Inc. </copyright-statement>
        <copyright-year>2022</copyright-year>
        <license license-type="open-access" xlink:href="http://creativecommons.org/licenses/by/4.0/">
          <license-p>This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/</license-p>
        </license>
      </permissions>
      <abstract>
        This discussion explores the possibility of seeking to create a concept and find a principle of prestressed soils.
      </abstract>
      <kwd-group>
        <kwd-group><kwd>Soil Improvement</kwd>
<kwd>New Concept</kwd>
</kwd-group>
      </kwd-group>
    </article-meta>
  </front>
  <body>
    <p>Prestressed soil is a complex concept that must be researched in the field of civil geotechnical engineering about improving the resistance of soil to the various stresses that it will have to undergo by improving its mechanical properties, especially when it is subjected to loads [
<xref ref-type="bibr" rid="R1">1</xref>] and causes a safety hazard. Thus, the principle of prestressed soil is to create an initial mechanism that allows it to resist under future stresses indefinitely without change.</p>
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  </body>
  <back>
    <ref-list>
      <title>References</title>
      
<ref id="R1">
<label>[1]</label>
<mixed-citation publication-type="other">H. Khelalfa, Dec 2020 "The consolidation matrix and the consolidation circle", Acta Geotechnica Slovenica, 17 (2), 56-64. DOI: 10.18690/actageotechslov.17.2.56-64.2020
</mixed-citation>
</ref>
    </ref-list>
  </back>
</article>