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content="width=device-width, initial-scale=1.0"&gt; &lt;title&gt;Grid Square Diagram Analysis&lt;/title&gt;
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text-align: center; } &lt;/style&gt; &lt;/head&gt; &lt;body&gt; &lt;div class="journal"&gt; &lt;h3&gt;Journal of
Scientific Works of Azerbaijan University of Architecture and Construction&lt;/h3&gt; &lt;p&gt;2026, N1&lt;/p&gt;
&lt;p&gt;&lt;a
href="https://doi.org/10.58225/sw.2026.1-5-13"&gt;https://doi.org/10.58225/sw.2026.1-5-13&lt;/a&gt;&lt;/p&gt;
&lt;/div&gt; &lt;h1&gt;GRID SQUARE DIAGRAM ANALYSIS OF THE PHYSICAL PARAMETERS OF AUTOCLAVED POROUS AGGREGATE&lt;/h1&gt;
&lt;div class="authors"&gt; &lt;p&gt;&lt;strong&gt;Mukhamedbaev Abdugafur Abduvalievich&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;Tashkent University of Architecture and Civil-Engineering, Uzbekistan&lt;/p&gt; &lt;p&gt;Email:
mabdugofira@gmail.com&lt;/p&gt; &lt;p&gt;ORCID: 0009-0005-2501-1659&lt;/p&gt; &lt;/div&gt; &lt;div class="section"&gt;
&lt;h2&gt;Abstract&lt;/h2&gt; &lt;p&gt; This paper presents a comparative analysis of the physical parameters of
autoclaved porous aggregate using a grid square diagram... &lt;/p&gt; &lt;/div&gt; &lt;div class="section"&gt;
&lt;h2&gt;Keywords&lt;/h2&gt; &lt;p&gt;aerated concrete crumb, aggregate, autoclave, bulk density, fill volume, water
absorption&lt;/p&gt; &lt;/div&gt; &lt;div class="section"&gt; &lt;h2&gt;Introduction&lt;/h2&gt; &lt;p&gt; Lightweight
concrete with porous aggregates is a special type of concrete in which lightweight materials with a porous structure are
used... &lt;/p&gt; &lt;/div&gt; &lt;div class="section"&gt; &lt;h2&gt;Materials and Methods&lt;/h2&gt; &lt;p&gt; The
selected fractions were 2.5–5 mm, 5–10 mm, 10–20 mm, and 20–40 mm... &lt;/p&gt; &lt;/div&gt; &lt;div class="section"&gt;
&lt;h2&gt;Results&lt;/h2&gt; &lt;table&gt; &lt;tr&gt; &lt;th&gt;Fraction (mm)&lt;/th&gt; &lt;th&gt;Average
Diameter&lt;/th&gt; &lt;th&gt;Bulk Density (g/cm³)&lt;/th&gt; &lt;th&gt;Fill Volume (ml)&lt;/th&gt; &lt;th&gt;Water
Absorption (%)&lt;/th&gt; &lt;/tr&gt; &lt;tr&gt; &lt;td&gt;2.5–5&lt;/td&gt; &lt;td&gt;3.75&lt;/td&gt;
&lt;td&gt;0.3625&lt;/td&gt; &lt;td&gt;463.33&lt;/td&gt; &lt;td&gt;138.80&lt;/td&gt; &lt;/tr&gt; &lt;tr&gt;
&lt;td&gt;5–10&lt;/td&gt; &lt;td&gt;7.50&lt;/td&gt; &lt;td&gt;0.3213&lt;/td&gt; &lt;td&gt;500.00&lt;/td&gt;
&lt;td&gt;114.77&lt;/td&gt; &lt;/tr&gt; &lt;tr&gt; &lt;td&gt;10–20&lt;/td&gt; &lt;td&gt;15.0&lt;/td&gt;
&lt;td&gt;0.3104&lt;/td&gt; &lt;td&gt;523.33&lt;/td&gt; &lt;td&gt;99.21&lt;/td&gt; &lt;/tr&gt; &lt;tr&gt;
&lt;td&gt;20–40&lt;/td&gt; &lt;td&gt;30.0&lt;/td&gt; &lt;td&gt;0.2775&lt;/td&gt; &lt;td&gt;573.33&lt;/td&gt;
&lt;td&gt;86.93&lt;/td&gt; &lt;/tr&gt; &lt;/table&gt; &lt;/div&gt; &lt;div class="section"&gt;
&lt;h2&gt;Conclusion&lt;/h2&gt; &lt;p&gt; The granulometric composition significantly affects the physical properties of
porous aggregates... &lt;/p&gt; &lt;/div&gt; &lt;div class="section"&gt; &lt;h2&gt;References&lt;/h2&gt; &lt;ol&gt;
&lt;li&gt;Buzhevich GA. Technology of lightweight concretes. Moscow, 1971.&lt;/li&gt; &lt;li&gt;Ivanov IA. Technology of
lightweight concretes. Moscow, 1974.&lt;/li&gt; &lt;li&gt;...&lt;/li&gt; &lt;/ol&gt; &lt;/div&gt; &lt;/body&gt;
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