- Details Of An Anchored Sheet Pile Wall Are Given In Figure 11 36 The Design Ground And Water Levels Being As Shown The 1 (24.38 KiB) Viewed 32 times
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/m³. Charac- teristic soil parameters are e'=0, d=36°, and 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) (2) 6