Experimental Study on Variation Law and Mechanism of Soil Shear Strength Parameters along the Slope

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Number</td><td class="align_center">Larger than 2 mm (%)</td><td class="align_center">Smaller than 0.5 mm (%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">SNKF1</td><td class="align_center">30.44</td><td class="align_center">36.96</td></tr><tr><td class="align_left">SNKF2</td><td class="align_center">29.47</td><td class="align_center">38.16</td></tr><tr><td class="align_left">SNKF3</td><td class="align_center">26.85</td><td class="align_center">39.59</td></tr><tr><td class="align_left">SNKF4</td><td class="align_center">25.10</td><td class="align_center">42.56</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Percentage of particles larger than 2 mm and smaller than 0.5 mm.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Experimental Study on Variation Law and Mechanism of Soil Shear Strength Parameters along the Slope 