Numerical Investigation of Rainfall-Induced Landslide in Mudstone Using Coupled Finite and Discrete Element Analysis

<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">Macroparameters of the DEA model</td><td class="align_center">Macroparameters of laboratory experiment</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Young’s modulus (kPa)</td><td class="align_center">1.9 × 10<sup>4</sup></td><td class="align_center">2 × 10<sup>4</sup></td></tr><tr><td class="align_left">UCS (kPa)</td><td class="align_center">168</td><td class="align_center">169</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison between macroparameters of DEA model and laboratory experiment.</div>

Geofluids

tab2

Table 2

Table 2: Numerical Investigation of Rainfall-Induced Landslide in Mudstone Using Coupled Finite and Discrete Element Analysis 