SCEBs - University of Colorado Boulder
SCEBs - University of Colorado Boulder
SCEBs - University of Colorado Boulder
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3.10. Durability Testing<br />
The durability <strong>of</strong> the blocks has been assessed at the <strong>University</strong> <strong>of</strong> <strong>Colorado</strong> by<br />
determining the effect <strong>of</strong> repeated wetting and drying on their unconfined compressive<br />
strength values. Repeated wetting and drying <strong>of</strong> the blocks can alter the soil structure and<br />
create concentrated weaknesses through cracking and the infiltration <strong>of</strong> water.<br />
Typically, at least six blocks are tested for durability. A curing period <strong>of</strong> 28 days<br />
is allowed before testing. <strong>SCEBs</strong> are cured in a controlled environment (~92.5% relative<br />
humidity, ~72º F). The blocks are submerged in water for approximately 24 hours<br />
immediately prior to UCS testing. The procedure involves saturating all <strong>of</strong> the blocks,<br />
and subjecting a desired number <strong>of</strong> them to UCS testing. The remaining blocks are then<br />
allowed to lose moisture content over a minimum <strong>of</strong> two days. The saturation process is<br />
repeated for all <strong>of</strong> the blocks and the next set <strong>of</strong> blocks is subjected to UCS testing. This<br />
process is repeated for the remaining blocks. A minimum value <strong>of</strong> 300 psi block‟s UCS is<br />
required. During the saturation and drying cycles, each block is carefully examined for<br />
any observable cracking or degradation effects. Figure 3.16 shows mini-blocks soaking<br />
in water and Figure 3.17 shows the detrimental effects <strong>of</strong> several saturation cycles.<br />
Despite the fact that Section I 14.7.4.23 <strong>of</strong> the New Mexico Earthen Building Materials<br />
Code allows for shrinkage cracks provided that “these cracks do not jeopardize the<br />
structural integrity <strong>of</strong> the blocks”, any observable cracking at this level <strong>of</strong> testing should<br />
cause concern and warrant amending the soil mixture used.<br />
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