<?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="ru">
  <front>
    <journal-meta>
      <journal-id journal-id-type="elibrary">75504</journal-id>
      <journal-title-group>
        <journal-title>Magazine of Civil Engineering</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Magazine of Civil Engineering</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2712-8172</issn>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="publisher-id">6</article-id>
      <article-id pub-id-type="doi">10.34910/MCE.122.6</article-id>
      <title-group>
        <article-title>Alkali-activated bentonite clay-limestone cements</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Alkali-activated bentonite clay-limestone cements</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Rakhimova</surname>
            <given-names>Nailia</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>rahimova.07@list.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <contrib-id contrib-id-type="scopus">55530988100</contrib-id>
          <name>
            <surname>Morozov</surname>
            <given-names>Vladimir</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>Vladimir.Morozov@kpfu.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Eskin</surname>
            <given-names>Alexey</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>eskin.aleksey@gmail.com</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Kazan State University of Architecture and Engineering</aff>
      <aff id="aff2">Kazan (Volga region) Federal University</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2023-10-02">
        <day>02</day>
        <month>10</month>
        <year>2023</year>
      </pub-date>
      <issue>6</issue>
      <issue-id pub-id-type="publisher-id">122</issue-id>
      <fpage>12206</fpage>
      <lpage>12206</lpage>
      <abstract xml:lang="en">
        <p>The development of sustainable cements requires the expansion and optimization of the mineral resources base. In this study, the medium-grade bentonite clay and limestone as a promising, available, low carbon, and abundant starting materials, were investigated as binary precursors for eco-friendly non-clinker alkali-activated cements development. Properties of fresh and hardened pastes of blended alkali-activated cements were investigated by standard techniques depending on the mineralogical assemblage, fineness of precursors, formulation details. The reaction products and microstructures of alkali-activated calcined bentonite clay-limestone hardened pastes were analyzed using thermal, XRD, and SEM/EDS analyses. As a result, calcined bentonite clays at 39–47 % content of clay minerals were stated to be suitable as a primary precursor for alkali-activated cements incorporated with high loading of raw limestone. Optimum compositions consisted of 20–30 % calcined clay and 70–80 % limestone with compressive strength up to 34.2 MPa. In the designed cement calcined bentonite clay is the main reactive precursor that forms a mineral matrix sodium aluminosilicate hydrate gel N-A-S-H, whereas calcium carbonate is a much less reactive secondary precursor that participates in the formation of sodium (calcium) aluminosilicate hydrate gel N-(C)-A-S-H.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>geopolymers</kwd>
        <kwd>mixtures</kwd>
        <kwd>cementitious materials</kwd>
        <kwd>compressive strength</kwd>
        <kwd>microstructure</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
