Research Article
Seepage Analysis of a Multilayer Waste Slope considering the Spatial and Temporal Domains of Permeability
Table 3
Variation of pore pressure at P2–P5 with time in Scheme 2 and Scheme 3.
| Time t (day) | Pore pressure P (kpa) | Scheme 2 | Scheme 3 | P2 | P3 | P4 | P5 | P2 | P3 | P4 | P5 |
| 1 | −9.12 | −8.90 | −7.75 | −24.43 | −9.09 | −8.76 | −7.74 | −24.42 | 3 | +2.05 | +0.27 | −10.98 | −27.38 | +2.06 | +0.06 | −10.97 | −27.35 | 4 | −5.90 | −26.58 | −8.94 | −25.01 | −5.87 | −26.46 | −8.86 | −24.92 | 6 | −38.47 | −88.15 | +2.46 | −12.75 | −38.41 | −87.88 | +2.72 | −12.46 | 10 | −56.77 | −122.17 | +29.48 | +15.08 | −56.70 | −121.78 | +29.91 | +15.52 | 25 | −71.75 | −145.27 | +63.47 | +48.33 | −71.62 | −144.86 | +63.78 | +48.64 | 480 | −91.42 | −178.54 | +37.34 | +20.62 | −91.35 | −178.47 | +37.39 | +20.67 |
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