A Simplified Procedure for Base Sliding Evaluation of Concrete Gravity Dams under Seismic Action

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left" rowspan="2">  Rock type</td><td align="center">Mechanical parameter</td><td align="center" colspan="2">Geotechnical parameters</td></tr><tr><td align="center"><svg height="16.2875" id="M96" style="vertical-align:-4.77652pt" version="1.1" viewbox="0 0 19.2875 16.2875" width="19.2875" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,16.2875)">
<g transform="translate(72,-58.97)">
<text transform="matrix(1,0,0,-1,-71.95,63.79)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝐸</tspan>
</text>
<text transform="matrix(1,0,0,-1,-63.02,60.66)">
<tspan style="font-size: 8.75px; " x="0" y="0">𝑓</tspan>
</text>
</g>
</g>
</svg> (kN/m<sup>2</sup>)</td><td align="left"><svg height="7.1875" id="M97" style="vertical-align:-0.13794pt" version="1.1" viewbox="0 0 7.3874998 7.1875" width="7.3874998" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,7.1875)">
<g transform="translate(72,-66.25)">
<text transform="matrix(1,0,0,-1,-71.95,66.44)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑐</tspan>
</text>
</g>
</g>
</svg>(kPa)</td><td align="center"><span style="width: 12.05px;"><svg height="10.475" id="M98" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 12.05 10.475" width="12.05" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,10.475)">
<g transform="translate(72,-63.62)">
<text transform="matrix(1,0,0,-1,-71.95,63.67)">
<tspan style="font-size: 12.50px; " x="0" y="0">Φ</tspan>
</text>
</g>
</g>
</svg></span></td></tr><tr><td align="center" colspan="4"><hr/></td></tr><tr><td align="left"> Granite</td><td align="center">600 10<sup>5</sup></td><td align="left">
									50</td><td align="center">
										35°</td></tr><tr><td align="left">Limestone-dolomite</td><td align="center">400 10<sup>5</sup></td><td align="left">
									120</td><td align="center">
										35°</td></tr><tr><td align="left">Sandstone</td><td align="center">200 10<sup>5</sup></td><td align="left">
									180</td><td align="center">
										29°</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mechanical and geotechnical parameters for the different foundation rock types.

International Scholarly Research Notices

tab3

Table 3

Table 3: A Simplified Procedure for Base Sliding Evaluation of Concrete Gravity Dams under Seismic Action 