Effect of Temperature Gradient on Compressive Strength and Strain Characteristics of Coarse-Grained Frozen Soil

<table class="table-group" id="tab9"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Temperature gradient inclination (°)</td><td class="align_center">Peak strength (MPa)</td><td class="align_center">Strain (%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">0</td><td class="align_center">12.257</td><td class="align_center">9.451</td></tr><tr><td class="align_left">5</td><td class="align_center">11.654</td><td class="align_center">10.187</td></tr><tr><td class="align_left">10</td><td class="align_center">10.986</td><td class="align_center">11.423</td></tr><tr><td class="align_left">15</td><td class="align_center">9.865</td><td class="align_center">12.260</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Peak strength and corresponding strain of coarse-grained frozen soil in different temperature gradient directions.</div>

Geofluids

tab9

Table 9

Table 9: Effect of Temperature Gradient on Compressive Strength and Strain Characteristics of Coarse-Grained Frozen Soil 