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

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Temperature gradient size (°C)</td><td class="align_center">Shear band angle</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">0~-8</td><td class="align_center">56.4°</td></tr><tr><td class="align_left">0~-5</td><td class="align_center">55.8°</td></tr><tr><td class="align_left">0~-3</td><td class="align_center">54.6°</td></tr><tr><td class="align_left">-5~-8</td><td class="align_center">57.1°</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Coarse-grained frozen soil shear zone angle under the effect of different temperature gradient sizes.</div>

Geofluids

tab8

Table 8

Table 8: Effect of Temperature Gradient on Compressive Strength and Strain Characteristics of Coarse-Grained Frozen Soil 