For the soil profile, if the clay layer is divided into two layers: Ap 48KN/m2 %3D Y sat = 18KN/m³ Clay e, =1.1, C. = 0.35 Bedrock For consolidation estimation, the initial effective stress for the...


For the soil profile, if the clay layer is divided into two layers:<br>Ap<br>48KN/m2<br>%3D<br>Y sat = 18KN/m³<br>Clay<br>e, =1.1, C. = 0.35<br>Bedrock<br>For consolidation estimation, the initial effective stress for the first clay layer (kN/m2) is:<br>Choose... +<br>The total consolidation settlement (m) of the whole clay layer is:<br>Choose... +<br>For consolidation estimation, the initial effective stress for the second clay layer (kN/m2) is:<br>Choose... +<br>The consolidation settlement (m) of the second clay layer is:<br>Choose... +<br>The consolidation settlement (m) of the first clay layer is:<br>Choose... +<br>10 m<br>

Extracted text: For the soil profile, if the clay layer is divided into two layers: Ap 48KN/m2 %3D Y sat = 18KN/m³ Clay e, =1.1, C. = 0.35 Bedrock For consolidation estimation, the initial effective stress for the first clay layer (kN/m2) is: Choose... + The total consolidation settlement (m) of the whole clay layer is: Choose... + For consolidation estimation, the initial effective stress for the second clay layer (kN/m2) is: Choose... + The consolidation settlement (m) of the second clay layer is: Choose... + The consolidation settlement (m) of the first clay layer is: Choose... + 10 m

Jun 11, 2022
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