ABSTRACT
The tension in the anchor rod may be found from Eq. (20.36) and from Eq. (20.37) D can be determined.
(b) Depth of Embedment when the Soil Below Dredge Line is Cohesive and the Backfill Granular Figure 20.17 shows the pressure distribution.
The tension in the anchor rod may be found from Eq. (20.36) and from Eq. (20.37) D can be determined.
(b) Depth of Embedment when the Soil Below Dredge Line is Cohesive and the Backfill Granular Figure 20.17 shows the pressure distribution.