Investigation of Salt-Frost Heaving Rules and Mechanical Properties of Chlorite Saline Soil along the Duku Highway under Freezing-Thawing Action

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Product model</td><td class="align_center">Range (mm)</td><td class="align_center">Accuracy of measurement (mm)</td><td class="align_center">Connection mode</td><td class="align_center">Service temperature range</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">D050</td><td class="align_center">50</td><td class="align_center">0.01</td><td class="align_center">Half-bridge</td><td class="align_center">−35°C∼70°C</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Displacement sensor parameters.</div>

Advances in Civil Engineering

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Table 5

Table 5: Investigation of Salt-Frost Heaving Rules and Mechanical Properties of Chlorite Saline Soil along the Duku Highway under Freezing-Thawing Action 

Table 5 | Investigation of Salt-Frost Heaving Rules and Mechanical Properties of Chlorite Saline Soil along the Duku Highway under Freezing-Thawing Action 