The Effect of Excavation Disturbance on the Stability of Bedding Cataclastic Rock Mass High Slope Containing Multimuddy Interlayers

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Material type</td><td class="align_center">Volumetric weight (kN/m<sup>3</sup>)</td><td class="align_center">Modulus of elasticity (MPa)</td><td class="align_center">Poisson’s ratio</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Resilient</td><td class="align_center">22</td><td class="align_center">2.3 × 10<sup>4</sup></td><td class="align_center">0.18</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical and mechanical parameters of slurry block stone gravity retaining wall.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: The Effect of Excavation Disturbance on the Stability of Bedding Cataclastic Rock Mass High Slope Containing Multimuddy Interlayers 