Regional Stability Analysis of Red Clay Slope Based on Different Failure Modes: A Case Study in Taizaifu Area, Fukuoka

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Mineral</td><td class="align_center">Kaolinite</td><td class="align_center">Illite</td><td class="align_center">Chlorite</td><td class="align_center">Montmorillonite</td><td class="align_center">Quartz</td><td class="align_center">Feldspar</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Content (%)</td><td class="align_center">25.3</td><td class="align_center">17.5</td><td class="align_center">14.4</td><td class="align_center">1.3</td><td class="align_center">30.2</td><td class="align_center">9.6</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 2

Table 2: Regional Stability Analysis of Red Clay Slope Based on Different Failure Modes: A Case Study in Taizaifu Area, Fukuoka 