Effect of Prior Cyclic Loading on Triaxial Compression Strength of Sliding Zone Soil of the Huangtupo Landslide

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Natural moisture content w (%)</td><td class="align_center">Natural density <i>ρ</i> (g·cm<sup>−3</sup>)</td><td class="align_center">Specific gravity (Gs)</td><td class="align_center">Liquid limit (wL)</td><td class="align_center">Plastic limit (wP)</td><td class="align_center">Cohesion (c/kPa)</td><td class="align_center">Internal friction angle <i>φ</i> (°)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">13.85</td><td class="align_center">2.15</td><td class="align_center">2.67</td><td class="align_center">36.02</td><td class="align_center">17.51</td><td class="align_center">27.50</td><td class="align_center">17.80</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic physical and mechanical properties of sliding zone soil.</div>

Advances in Civil Engineering

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Table 1

Table 1: Effect of Prior Cyclic Loading on Triaxial Compression Strength of Sliding Zone Soil of the Huangtupo Landslide 