Strength Reduction Method for Stability Analysis of Local Discontinuous Rock Mass with Iterative Method of Partitioned Finite Element and Interface Boundary Element

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Surface</td><td align="center">Dip direction angle/°</td><td align="center">Dip angle/°</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">Top surface</td><td align="center">180</td><td align="center">10</td></tr><tr><td align="left">Front surface</td><td align="center">180</td><td align="center">60</td></tr><tr><td align="left">L-WSP</td><td align="center">115</td><td align="center">45</td></tr><tr><td align="left">R-WSP</td><td align="center">245</td><td align="center">45</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

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Table 4

Table 4: Strength Reduction Method for Stability Analysis of Local Discontinuous Rock Mass with Iterative Method of Partitioned Finite Element and Interface Boundary Element 

Table 4 | Strength Reduction Method for Stability Analysis of Local Discontinuous Rock Mass with Iterative Method of Partitioned Finite Element and Interface Boundary Element 