Triaxial Test and Mechanical Analysis of Rock-Soil Aggregate Sampled from Natural Sliding Mass

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td align="left">Gradation </td><td align="center">Gradation 1</td><td align="center">Gradation 2</td><td align="center">Gradation 3</td><td align="center">Gradation 4</td><td align="center">Gradation 5</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td align="left"> Dry density (g/cm<sup>3</sup>)</td><td align="center">2.102</td><td align="center">2.135</td><td align="center">2.144</td><td align="center">2.128</td><td align="center">2.073</td></tr><tr><td align="left">Rock proportion (P5)</td><td align="center">50.89%</td><td align="center">58.50%</td><td align="center">66.16%</td><td align="center">74.00%</td><td align="center">82.17%</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Dry density of rock-soil aggregate samples.

Advances in Materials Science and Engineering

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Table 1

Table 1: Triaxial Test and Mechanical Analysis of Rock-Soil Aggregate Sampled from Natural Sliding Mass 