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    <title>Dataset for &quot;Scale-up effects in alkali-activated soil blocks&quot;</title>
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      <item>CP0020</item>
      <item>CP0070</item>
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      <item>dept_civ_eng</item>
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    <keywords>alkali activation, earth construction, soil stabilisation</keywords>
    <abstract>Chemical characterisation, mechanical testing and physical data describing the manufacturing process and properties of alkali-activated soil blocks.</abstract>
    <date>2020-08-06</date>
    <publisher>University of Bath</publisher>
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        <funder_name>Engineering and Physical Sciences Research Council</funder_name>
        <funder_id>https://doi.org/10.13039/501100000266</funder_id>
        <grant_id>EP/L016869/1</grant_id>
        <project_name>EPSRC Centre for Doctoral Training in the Decarbonisation of the Built Environment (DBE)</project_name>
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        <funder_name>UK–India Education and Research Initiative</funder_name>
        <funder_id>https://doi.org/10.13039/501100000732</funder_id>
        <grant_id>IND/CONT/G/16-17/66</grant_id>
        <project_name>Developing Earth Based Building Products Utilising Solid Wastes</project_name>
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    <collection_method>The experimental approach and methodology is fully described in the accompanying article &quot;Scale-up effects in alkali-activated soil blocks&quot; .</collection_method>
    <techinfo>For XRD (Figs. 1, 3, 4):
Powder X-ray diffraction (XRD) patterns were taken with a Bruker D8 Advance diffractometer using Cu Kα (λ = 1.54060 Å) X-radiation using a step size of 0.02 °(2θ). For the precursor soil and act-120h samples, a different Bruker D8 Advance diffractometer was used with monochromatic CuKα (λ = 1.540598 Å) X-radiation and a step size of 0.016 °(2θ). Patterns were corrected for specimen height shift by calibrating to the most intense quartz reflection (101) at 26.6 °(2θ), and normalised to the most intense reflection in each respective pattern. Phase identification was done using Bruker EVA software.

For measuring specimen mass (Fig. 7):
The mass change behaviour of the block specimens was measured after curing, and after 7 days ageing time. Average values and standard deviations were calculated for ≥4 measurements for each series.

For measuring UCS (Fig. 10):
Unconfined compressive strength (UCS) testing was done at 7 ±1 days ageing time, using a TUN600 Universal Testing Machine. At least four block specimens were tested for each series. The frogs on both sides of each block specimen were filled in with a mix of Plaster of Paris and &lt;1.18 mm sieved sand to create a level surface.
 
For measuring particle density (Fig. 11):
Particle density was measured by He gas displacement using a Micromeritics Accupyc 1330. Before measurement, powder samples were heated at 150°C under vacuum for 1 hour.</techinfo>
    <methodurl>
      <item>https://doi.org/10.1680/jcoma.19.00102</item>
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      <date_from>2018-07-01</date_from>
      <date_to>2018-10-01</date_to>
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    <doi>10.15125/BATH-00564</doi>
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