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        <datestamp>2026-09-20T07:18:35Z</datestamp>
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          <dc:title>A mix design approach and evaluation of mechanical properties, shrinkage and non-destructive performance of fly ash-sugarcane bagasse ash geopolymer concrete</dc:title>
          <dc:creator>Van-Thao Vo (23167112)</dc:creator>
          <dc:creator>Vu To-Anh Phan (23167118)</dc:creator>
          <dc:subject>Biophysics</dc:subject>
          <dc:subject>Space Science</dc:subject>
          <dc:subject>Physical Sciences not elsewhere classified</dc:subject>
          <dc:subject>Medicine</dc:subject>
          <dc:subject>Genetics</dc:subject>
          <dc:subject>Environmental Sciences not elsewhere classified</dc:subject>
          <dc:subject>Biological Sciences not elsewhere classified</dc:subject>
          <dc:subject>Developmental Biology</dc:subject>
          <dc:subject>Fly ash geopolymer concrete</dc:subject>
          <dc:subject>sugarcane bagasse ash</dc:subject>
          <dc:subject>mix design</dc:subject>
          <dc:subject>agricultural waste utilisation</dc:subject>
          <dc:subject>sustainable construction</dc:subject>
          <dc:description>&lt;p&gt;Environmental pressures associated with cement production and waste disposal are driving the development of geopolymer concrete incorporating fly ash (FA) and sugarcane bagasse ash (SCBA). This study developed a two-stage mix-design framework for FA-SCBA geopolymer concrete. In Stage 1, 60 mixtures were evaluated using SCBA content (0–20%), total aggregate-to-concrete ratio (T&lt;sub&gt;agg&lt;/sub&gt;/T&lt;sub&gt;con&lt;/sub&gt; = 65–75%) and coarse-to-total aggregate ratio (C&lt;sub&gt;agg&lt;/sub&gt;/T&lt;sub&gt;agg&lt;/sub&gt; = 65–80%). Reducing T&lt;sub&gt;agg&lt;/sub&gt;/T&lt;sub&gt;con&lt;/sub&gt; from 75% to 65% increased the average 28-day compressive strength from 29.65 to 47.46 MPa. At 10% SCBA, the average compressive strength reached 40.77 MPa, while C&lt;sub&gt;agg&lt;/sub&gt;/T&lt;sub&gt;agg&lt;/sub&gt; = 70% yielded 39.63 MPa. For Stage 2, the configuration achieving compressive strength above 30 MPa while minimising binder content was selected, with T&lt;sub&gt;agg&lt;/sub&gt;/T&lt;sub&gt;con&lt;/sub&gt; and C&lt;sub&gt;agg&lt;/sub&gt;/T&lt;sub&gt;agg&lt;/sub&gt; fixed at 70%. Under these conditions, 15% SCBA achieved the highest compressive strength of 42.67 MPa, whereas 10% SCBA yielded the highest flexural and splitting tensile strengths of 4.92 and 4.23 MPa, respectively. The 90-day shrinkage decreased from 0.075% for the control to 0.023% at 15% SCBA. Compressive strength correlated strongly with ultrasonic pulse velocity and rebound number. FTIR analysis indicated a pronounced Si–O–T band, consistent with changes associated with geopolymerization. These findings provide a quantitative basis for FA-SCBA geopolymer concrete design in sustainable construction.&lt;/p&gt;</dc:description>
          <dc:date>2026-09-20T07:18:35Z</dc:date>
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          <dc:identifier>10.6084/m9.figshare.33944613.v1</dc:identifier>
          <dc:relation>https://figshare.com/articles/dataset/A_mix_design_approach_and_evaluation_of_mechanical_properties_shrinkage_and_non-destructive_performance_of_fly_ash-sugarcane_bagasse_ash_geopolymer_concrete/33944613</dc:relation>
          <dc:rights>CC BY 4.0</dc:rights>
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