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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">https://www.elibrary.ru/title_about_new.asp?i</journal-id>
      <journal-title-group>
        <journal-title>Global Energy</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Глобальная энергия</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2782-6724</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">8</article-id>
      <title-group>
        <article-title>THE EFFECTIVE METHOD TO PROTECT BUILDINGS  AND CONSTRUCTIONS FROM DYNAMIC VIBRATION EFFECTS  BY COMPACTION OF NEARBY BOTTOM SOILS</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>ЭФФЕКТИВНЫЙ МЕТОД ЗАЩИТЫ ЗДАНИЙ И СООРУЖЕНИЙ  ОТ ВИБРОДИНАМИЧЕСКОГО ВОЗДЕЙСТВИЯ  ПРИ УПЛОТНЕНИИ ГРУНТОВ БЛИЗЛЕЖАЩИХ ОСНОВАНИЙ</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Minaev</surname>
            <given-names>Oleg</given-names>
          </name>
          <email>minaev.op@bk.ru</email>
        </contrib>
      </contrib-group>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2014-12-10">
        <day>10</day>
        <month>12</month>
        <year>2014</year>
      </pub-date>
      <issue>4</issue>
      <issue-id pub-id-type="publisher-id">207</issue-id>
      <fpage>81</fpage>
      <lpage>91</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://engtech.spbstu.ru/userfiles/files/articles/2014/4/8_minaev.pdf"/>
      <abstract xml:lang="en">
        <p>The dynamic vibration impact on water-saturated bottom soils causes harmful effects on nearby buildings and structures, which limit the conditions of using in-depth methods of ground compaction. By author’s assumption the possibility of their extension may be obtained by isolating array subject entitled to compaction, with a screen made of aerated soil. The article contains the theoretical study’s results of the method of dynamic vibration protection of buildings and structures on the estimated models, data of laboratory experimental research and experience of its approbation in vibration protection practice. Experimental approbation was first made to protect residential building from the intense vibration. After having aerated bottom soils, vibrations of the building stopped.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>WATER-SATURATED GROUNDS</kwd>
        <kwd>SANDY SOILS</kwd>
        <kwd>DYNAMIC VIBRATION IN-DEPTH METHODS OF COMPACTION</kwd>
        <kwd>AERATION OF THE LAYER OF THE BOTTOM SOIL</kwd>
        <kwd>AMPLITUDE AND SPEED-UPS OF VIBRATIONS OF THE BOTTOM SOIL</kwd>
        <kwd>REDUCTION OF SEISMIC ACTIVITY</kwd>
        <kwd>SAFE DISTANCE OF BUILDINGS AND CONST</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
