Displacement Measurements and Numerical Analysis of Long-Term Rock Slope Deformation at Higashi-Shikagoe Limestone Quarry, Japan

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Cases</td><td class="align_center" colspan="2">Clay (GPa)</td><td class="align_center" rowspan="2">Hard rock mass (GPa)</td></tr><tr class="thead"><td class="align_center">Initial</td><td class="align_center">After deterioration</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Case_a</td><td class="align_center">0.05</td><td class="align_center">0.02</td><td class="align_center">1</td></tr><tr><td class="align_left">Case_b</td><td class="align_center">0.02</td><td class="align_center">0.003</td><td class="align_center">1</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Young’s modulus of hard rock mass and clay rock.</div>

Advances in Civil Engineering

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Table 2

Table 2: Displacement Measurements and Numerical Analysis of Long-Term Rock Slope Deformation at Higashi-Shikagoe Limestone Quarry, Japan 