Instability Process Model Test for Bedding Rock Slope with Weak Interlayer under Different Rainfall Conditions

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Rainfall condition 1</td><td class="align_center">Rainfall condition 2</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Rainfall grade</td><td class="align_center">Heavy rain</td><td class="align_center">Rainstorm</td></tr><tr><td class="align_left">Rainfall intensity (mm/s)</td><td class="align_center">4.63 <svg height="7.35473pt" id="M4" style="vertical-align:-0.3499303pt" version="1.1" viewbox="-0.0498162 -7.0048 7.75925 7.35473" width="7.75925pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M528 54L331 254L528 455L492 493L294 291L96 493L60 455L257 254L60 54L96 16L294 217L492 16L528 54Z" id="g117-42"></path></g></svg> 10<sup>–4</sup></td><td class="align_center">9.26 <svg height="7.35473pt" id="M5" style="vertical-align:-0.3499303pt" version="1.1" viewbox="-0.0498162 -7.0048 7.75925 7.35473" width="7.75925pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M528 54L331 254L528 455L492 493L294 291L96 493L60 455L257 254L60 54L96 16L294 217L492 16L528 54Z" id="g117-42"></path></g></svg> 10<sup>–4</sup></td></tr><tr><td class="align_left">Rainfall duration (h)</td><td class="align_center">36</td><td class="align_center">24</td></tr><tr><td class="align_left">Total rainfall (mm)</td><td class="align_center">60</td><td class="align_center">60</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab2

Table 2

Table 2: Instability Process Model Test for Bedding Rock Slope with Weak Interlayer under Different Rainfall Conditions 