8.1 through 8.5 Refer to Figure 8.24. Calculate o, u, and o' at A, B, C, and D for the following cases and plot the variations with depth. (Note: e = void ratio, w = moisture content, G, = specific gravity of soil solids, y dry unit weight, and Ysat = saturated unit weight.) H₁ H₂ Problem 8.1 8.2 8.3 8.4 8.5 I H₁ = 2 ft Y4 115 lb/ft³ Figure 8.24 H₁ = 9 ft Yd=100 lb/ft³ H₁ = 4 m Ya 16.2 kN/m² H₁-4 m e = 0.5 G₁ = 2.65 H₁ = 3m e 0.52 G₁ = 2.65 Dry sand Sand Details of soil layer 11 H₂ = 4 ft Yout= 118 lb/ft H₂ = 21 ft Your=122 lb/ft³ H₂ = 1.5 m Your 18.4 kN/m³ H₂ = 1.5 m e = 0.65 G₁= 2.68 H₂ = 2.5 m e = 0.52 G₁ = 2.65 Clay Rock Layer 1 III H₂ = 6 ft Ysat 130 lb/ft³ H₂ = 36 ft Yar=128 lb/ft³ H₂ = 9m Yat 19,81 kN/m² H₁ = 3 m e = 0.81 G₁ = 2.71 Layer II H₁ = 2m w = 45% e = 1.22 Groundwater table Layer III

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Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.