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

<table class="table-group" id="tab4"><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">121.0</td><td class="align_center">41.76</td><td class="align_center">79.24</td><td class="align_center">229.67</td><td class="align_center">33.56</td><td class="align_center">196.12</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 2.</div>

Geofluids

tab4

Table 4

Table 4: Seepage Analysis for Construction, with Applications to Some Projects in Hong Kong 