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

<table class="table-group" id="tab10"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Temperature gradient size</td><td class="align_center">Temperature gradient inclination</td><td class="align_center">Shear band angle</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left" rowspan="4">0~-8°C</td><td class="align_center">0°</td><td class="align_center">56.4°</td></tr><tr><td class="align_center">5°</td><td class="align_center">58.1°</td></tr><tr><td class="align_center">10°</td><td class="align_center">59.4°</td></tr><tr><td class="align_center">15°</td><td class="align_center">60.7°</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The angle of the portion of the shear zone with high temperature along the dip direction for different temperature gradient directions.</div>

Geofluids

tab10

Table 10

Table 10: Effect of Temperature Gradient on Compressive Strength and Strain Characteristics of Coarse-Grained Frozen Soil 