Experimental Centrifuge Study of the Effects of Valley Topography on the Behavior of a Concrete Face Rockfill Dam

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Parameters</td><td class="align_center">Type</td><td class="align_center">Range</td><td class="align_center">Precision</td><td class="align_center">Sensitivity ratio (%)</td><td class="align_center">Ohms</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Laser transducers (LS)</td><td class="align_center">WRANGLER</td><td class="align_center">50–100 mm</td><td class="align_center">5–20 <i>μ</i>m</td><td class="align_center">∼</td><td class="align_center"> </td></tr><tr><td class="align_left">Strain gauge (SG)</td><td class="align_center">BX120-3BA</td><td class="align_center">&gt;10,000 <i>με</i></td><td class="align_center">∼</td><td class="align_center">2.06 ± 1</td><td class="align_center">120</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The parameters of the transducer used in the dam experiment.</div>

Advances in Civil Engineering

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Table 2

Table 2: Experimental Centrifuge Study of the Effects of Valley Topography on the Behavior of a Concrete Face Rockfill Dam 