Mechanical Properties and Mesostructure Evolution of Fibre-Reinforced Loess under Freeze-Thaw Cycles

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Fibre reinforcement conditions</td><td class="align_center">Sample moisture content</td><td class="align_center">Temperature</td><td class="align_center">Time</td><td class="align_center">Shear method</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Unreinforced<br/>Reinforced</td><td class="align_center">17.8%<br/>22%<br/>Saturated</td><td class="align_center">−10°C<br/>−5°C<br/>0°C<br/>5°C</td><td class="align_center">48 h</td><td class="align_center">Unconsolidated and undrained shear</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Influence of freezing temperature on mechanical properties of reinforced loess.</div>

Advances in Civil Engineering

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Table 3

Table 3: Mechanical Properties and Mesostructure Evolution of Fibre-Reinforced Loess under Freeze-Thaw Cycles 