Model Test and Numerical Analysis on the Deformation and Stability of a Landslide Subjected to Reservoir Filling

<div>Pore water pressure of P1<svg height="11.4859pt" id="M83" style="vertical-align:-0.04979992pt" version="1.1" viewbox="-0.0498162 -11.4361 3.89517 11.4859" width="3.89517pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.0091,0,0,-0.0091,0,-5.741)"><path d="M310 541L304 571C290 586 211 619 185 610L80 76L131 52L310 541Z"></path></g></svg>~P6<svg height="11.4859pt" id="M84" style="vertical-align:-0.04979992pt" version="1.1" viewbox="-0.0498162 -11.4361 3.89517 11.4859" width="3.89517pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.0091,0,0,-0.0091,0,-5.741)"><path d="M310 541L304 571C290 586 211 619 185 610L80 76L131 52L310 541Z"></path></g></svg> versus time in numerical tests (<span class="nowrap"><svg height="12.7112pt" id="M85" style="vertical-align:-3.403299pt" version="1.1" viewbox="-0.0498162 -9.3079 166.425 12.7112" width="166.425pt" xmlns="http://www.w3.org/2000/svg" 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Geofluids

fig17

Figure 17

Figure 17: Model Test and Numerical Analysis on the Deformation and Stability of a Landslide Subjected to Reservoir Filling 