Experimental and Numerical Study of the Failure Behavior of Intermittent Rock Joints Subjected to Direct Shear Load

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" colspan="2"> </td><td class="align_center">0°</td><td class="align_center">30°, 60°</td><td class="align_center">90°, 120°, 150°</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left" rowspan="2">MC</td><td class="align_left">Series A</td><td class="align_center"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.001.svgz" name="4294501.tab-inline.001" type="image/svg+xml"></object></td><td class="align_center" colspan="2"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.002.svgz" name="4294501.tab-inline.002" type="image/svg+xml"></object></td></tr><tr><td class="align_left">Series B</td><td class="align_center"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.003.svgz" name="4294501.tab-inline.003" type="image/svg+xml"></object></td><td class="align_center" colspan="2"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.004.svgz" name="4294501.tab-inline.004" type="image/svg+xml"></object></td></tr><tr><td class="align_left" colspan="5"><hr/></td></tr><tr><td class="align_left" rowspan="2">SC</td><td class="align_left">Series A</td><td class="align_center"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.005.svgz" name="4294501.tab-inline.005" type="image/svg+xml"></object></td><td class="align_center"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.006.svgz" name="4294501.tab-inline.006" type="image/svg+xml"></object></td><td class="align_center"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.007.svgz" name="4294501.tab-inline.007" type="image/svg+xml"></object></td></tr><tr><td class="align_left">Series B</td><td class="align_center"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.008.svgz" name="4294501.tab-inline.008" type="image/svg+xml"></object></td><td class="align_center"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.009.svgz" name="4294501.tab-inline.009" type="image/svg+xml"></object></td><td class="align_center"><object data="https://static.hindawi.com/articles/ace/volume-2018/4294501/figures/4294501.tab-inline.0010.svgz" name="4294501.tab-inline.0010" type="image/svg+xml"></object></td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab4

Table 4

Table 4: Experimental and Numerical Study of the Failure Behavior of Intermittent Rock Joints Subjected to Direct Shear Load 