Seepage Analysis for Construction, with Applications to Some Projects in Hong Kong

<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_center" colspan="3">Force (kN) per meter width</td><td class="align_center" colspan="3">Moment (kNm) about wall toe per meter width</td></tr><tr class="thead"><td class="align_left">Upstream</td><td class="align_center">Downstream</td><td class="align_center">Net</td><td class="align_center">Upstream</td><td class="align_center">Downstream</td><td class="align_center">Net</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">116.8</td><td class="align_center">42.99</td><td class="align_center">73.81</td><td class="align_center">218.33</td><td class="align_center">35.19</td><td class="align_center">183.14</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The total forces and moments on the wall for case 1.</div>

Geofluids

tab2

Table 2

Table 2: Seepage Analysis for Construction, with Applications to Some Projects in Hong Kong 