Given: For the soil profile shown below, the degree of consolidation is 45%. test results on...
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Given: For the soil profile shown below, the degree of consolidation is 45%. test results on a clay sample was. C,-0.4, C,-0.07. . e=0.56, G=2.68 1. The consolidation settlement Required consolidation C₁=1.5m³/yr 2. The time required for 45% consolidation 3. Consolidation settlement of two year G.S. 200 kPa (2X3)m. 6.0m W.T Y 14.0kN/m', 3.0m Yra 16.0kN/m², SAND SAND 8.0m Ysaturated =18.5kN/m,W.C=20 % CLAY SAND Given: For the soil profile shown below, the degree of consolidation is 45%. test results on a clay sample was. C,-0.4, C,-0.07. . e=0.56, G=2.68 1. The consolidation settlement Required consolidation C₁=1.5m³/yr 2. The time required for 45% consolidation 3. Consolidation settlement of two year G.S. 200 kPa (2X3)m. 6.0m W.T Y 14.0kN/m', 3.0m Yra 16.0kN/m², SAND SAND 8.0m Ysaturated =18.5kN/m,W.C=20 % CLAY SAND
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