- Depth M 0 1 12 14 16 18 0 10 Um 20 9 Mpa 30 40 Este 50 60 Soil Profile From Boring Log Stiff To Very Stiff Silt Wit 1 (37.35 KiB) Viewed 33 times
- Depth M 0 1 12 14 16 18 0 10 Um 20 9 Mpa 30 40 Este 50 60 Soil Profile From Boring Log Stiff To Very Stiff Silt Wit 2 (24.29 KiB) Viewed 33 times
Depth (m) 0 1 12 14 16 18 0 10 UM 20 9. (MPa) 30 40 este 50 60 Soil profile from boring log Stiff to very stiff'silt with sand Ym= 19.4 kN/m² Medium dense silty sand X=21.2 kN/m² Dense sand Ym 20.7 kN/m² Silty clay X-21.5 kN/m² Dense sand 7m=20.7 kN/m³¹ Hard silt with sand You 20.7 kN/m²
Details of an anchored sheet pile wall are given in Figure 11.36, the design ground and water levels being as shown. The ties are spaced at 2.0-m centres. Above the water table the unit weight of the soil is 17kN/m', and below the water table the saturated unit weight is 20 kN/m². Charac- teristic soil parameters are e'=0, -36°, and d' is taken to be 1/20. Determine the required depth of embedment and the minimum capacity of each tie to satisfy ULS to Eurocode 7 (DA1b). Design a continuous anchor to support the ties. 10 kPa TA 1.5m 6.4m WT 2.4m (5) (1) N F